EPA 903/9-80-001
A USER'S MANUAL FOR THE
DYNAMIC DELAWARE ESTUARY MODEL
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TECHNICAL REPORT 64
ANNAPOLIS FIELD OFFICE
U.S. ENVIRONMENTAL PROTECTION AGENCY
REGION
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ACKNOWLEDGMENT
The authors wish to acknowledge the assistance of all staff members
of the Annapolis Field Office, especially Ruth Ann McGuire, for her
contribution in the typing and preparation of this report.
DISCLAIMER
This report has been reviewed by Region III, U. S. Environmental
Protection Agency, and approved for publication. Mention of trade names
or commercial products does not constitute endorsement or recommendation
for use.
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EPA 903/9-80-001
USER'S MANUAL
r i
^ FOR THE
n DYNAMIC (DELAWARE) ESTUARY MODEL
«.j
TECHNICAL REPORT 64
Li
April 1980
pw
u
Robert B. Ambrose, Jr.*
„, Stephen E. Roesch
Leo J. Clark
La
U.S. Environmental Protection Agency
Region III
Annapolis Field Office
*U.S. Environmental Protection Agency
Athens Environmental Research Lab
College Station Road
Athens, Georgia 30601
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ABSTRACT
The Annapolis Field Office (AFO) of the Environmental
Protection Agency has been actively engaged in the mathematical
modeling of the Delaware Estuary since 1973. During the past
i
several years, the Delaware water quality model has undergone
considerable revision and expansion. This report is the second
in a series of reports documenting the Delaware modeling efforts
k- at AFO. While the model presented in this report has been adapted
--« to the Delaware Estuary, it is by no means unique to that body
LJ of water.
^ This report discusses the basic principles and theories
^ underlying the Dynamic Delaware Estuary Model. Examples of the
water quality interactions modeled in the Delaware are also
f"
: presented. Being a User's Manual, this report also contains
lm
listings of the hydraulic and water quality models, a detailed
?* description of each program and its logical structure, variable
definitions, data deck sequences, and sample input/output.
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TABLE OF CONTENTS
Page
ABSTRACT i
TABLE OF CONTENTS i i
LIST OF FIGURES v
LIST OF TABLES vi
CHAPTER 1 THEORY OF THE DYNAMIC ESTUARY MODEL 1
1.1 Introduction 1
1.2 The Model Network 4
1.2.1 Overview 4
1.2.2 Channel Parameters 6
1.2.3 Junction Parameters 7
1.2.4 Network Configuration and Size 9
1.3 The Hydraulic Model 10
1.3.1 Theory 10
1.3.2 Solution Technique 15
1.4 The Quality Model 16
1.4.1 Theory 16
1.4.2 Solution Technique 37
CHAPTER 2 IMPLEMENTATION OF THE HYDRAULIC MODEL 39
2.1 Regression Analysis Program (REGAN) 39
2.1.1 Program Description 39
2.1.2 REGAN Data Deck Sequence 43
2.1.3 REGAN Variable Definitions 44
2.2 The Hydraulic Program (DYNHYD) 46
2.2.1 The MAIN Program 46
2.2.2 Subrouti ne HYDEX 49
2.2.3 Subroutine RESTRT 56
2.2.4 DYNHYD Sign Conventions 58
2.2.5 Input Requirements 60
2.2.6 Output Options 64
2.2.7 Potential Implementation Difficulties 65
n
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*
TABLE OF CONTENTS
(continued)
Page
2.2.8 DYNHYD Data Deck Sequence 68
2.2.9 DYNHYD Variable Definitions 71
2.3 Computer Requirements 79
2.3.1 IBM Job Control Language (JCL) 79
2.3.2 Execution Times 80
CHAPTER 3 STRUCTURE OF THE WATER QUALITY MODEL, DYNDELA 81
CHAPTER 4 PREPARATION OF INPUT DATA FOR DYNDELA 91
4.1 Description of Card Groupings 91
4.2 Card Group I - Program Control Options 95
4.3 Card Group II - Water Quality Constituent
Definition 108
4.4 Card Group III - Wastewater & Tributary Loads ... 126
4.5 Card Group IV - Water Quality Boundary Conditions 133
4.6 Card Group V - Initial Water Quality Conditions . 137
4.7 Card Group VI - Transport
Factors 141
4.8 Card Group VII - Time Varying Information 145
CHAPTER 5 DYNDELA MODEL APPLICATION - TEST CASES 151
5.1 Salinity Intrusion 151
5.2 Dye Tracer Movement 159
5.3 Fecal Coliform 171
5.4 D.O. Budget - 1-D Network Calibration 176
5.5. D.O. Budget - 2-D Network Quality Forecast 184
CHAPTER 6 COMPUTER REQUIREMENT FOR DYNDELA 201
6.1 Input/Output Devices and Unit Numbers 201
6.2 Job Control Language (IBM) 201
6.3 Simulation Costs 201
APPENDIX
A.I REGAN Listing 211
A.2 DYNHYD Listing 213
A.3 DYNDELA Listing 222
A.4 DYNDELA Test Case Output Listings 307
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TABLE OF CONTENTS
(continued)
Page
A.5 Locations in the Delaware Estuary 697
BIBLIOGRAPHY 701
IV
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LIST OF FIGURES
Figure Title Page
1.1 Representation of the Model Network 5
1.2 Branching and Looping in a Network 8
1.3 Mass Transfer by Advection 21
1.4 Lateral and Vertical Velocity Patterns 22
1.5 Methods of Computi ng C* 24
2.1 Flowchart of REGAN 41
2.2 Flowchart of the MAIN Program in DYNHYD 47
2.3 Flowchart of Subroutine HYDEX '. 51
2.4 Creation of the Hydraulic Extract Tape 53
2.5 HYDEX Averaging Technique 55
2.6 Flowchart of Subroutine RESTRT 57
2.7 DYNHYD Sign Conventions 59
3.1 General Structure of DYNDELA 82
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LIST OF TABLES
Table Title Page
1-1 Comparison of Methods for Computing C* 25
2-1 DYNHYD Execution Times 80
3-1.A Brief Description of Main Sections 83
3-1.B Brief Description of Subroutines 85
3-2 Detailed Structure of DYNDELA 87
4-1 Overview of Card Groups 94
4-2 Cards in Group I 95
4-3 Cards in Group II 108
4-4 Cards for Dissolved Oxygen Budget 109
4-5 Cards in Group III 126
4-6 Cards in Group IV 133
4-7 Cards in Group V 137
4-8 Cards in Group VI 141
4-9 Cards in Group VII 145
5-1 Input Data for Salinity 153
5-2 Input Data for Initial Dye 160
5-3 Input Data for Restart Dye 166
5-4 Input Data for Fecal Coliform 172
5-5 Input Data for D.O. Budget (1-D Network Cal-
ibration) 177
5-6 Input Data for D.O. Budget (2-D Network Quality
Forecast) 186
6-1 Input and Output Data Sets 203
6-2 Sample JCL to Compile and Link Edit DYNDELA
to Object Li brary 204
6-3 Sample JCL for Independent Simulation Run .... 205
6-4 Sample JCL for Initial Simulation Run In Series 206
6-5 Sample JCL for Intermediate Simulation Run in
Series 207
6'6 File Attributes on IBM 370 208
6-7 Simulation Costs 209
VI
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CHAPTER 1
MODEL DESCRIPTION AND THEORY
1.1 INTRODUCTION
Between 1973 and 1978, the Annapolis Field Office (AFO)
conducted monitoring surveys and mathematical modeling studies
of the Delaware Estuary between Trenton and Listen Point.
Technical Report 62, released in January 1978, documented the
major modifications to the Dynamic Estuary Model performed by
AFO during this period, and the subsequent application of the
revised model to the Delaware Estuary [ 9 ].
The final tangible results of this work are the calibrated
and verified hydraulic and water quality models DYNHYD and DYNDELA.
These mathematical computer models are now available for use in
further studies of the water quality of the estuary, including
forecasts of the water quality response to hypothetical waste-
water control strategies. This user's manual provides the details
necessary for operating the models.
The Dynamic Estuary Model (DEM) was originally developed
during the mid 1960's by Water Resources Engineers, a consultant
engineering firm located in Walnut Creek, California, under
contract to the Division of Water Supply and Pollution Control,
U.S. Public Health Service [ 1 ]. The principal individuals
associated with the development of this model were Drs. Gerald
Orlob and Robert Shubinski. Estuarine modeling was still in its
infancy at that point in time, and the DEM was innovative in
considering a "real time" computerized tidal solution of the
hydrodynamic behavior of estuaries, including the effects of tides.
Prior to the development of the DEM, the few estuary models already
in existence relied on a net flow or plug flow analysis and attempted
to reproduce tidal effects through the inclusion of an artificial
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dispersion coefficient. Since these models were non-tidal in
nature, the time step for computations was normally equal to the
tide period (12.5 hrs.) or, for convenience, one day, and
consequently they could not handle short term pertubations in
water quality.
The DEM was initially applied to the Sacramento-San Joaquin
Delta area in California [ 1 ]. Other early applications were to
the Suisun, San Pablo and San Francisco Bays [ 2 ], [ 3 ]. The
DEM was first brought to the attention of the Annapolis Field
Office (AFO) by Mr. Kenneth Feigner in 1969. Mr. Feigner was the
USPHS project officer during the early developmental and application
studies in California and was the author of the basic model documentation
report [ 4 ]. Staff at AFO, with the encouragement and assistance of
Mr. Feigner, tested the model rigorously and performed extensive mod-
ifications to the reaction kinetics in the quality program during
its multi-year application to the Potomac Estuary [ 5], [ 6], [ 7].
The Potomac study was primarily directed towards refining the model's
ability to treat nutrient cycles (including uptake by phytoplankton)
and towards incorporating algal effects within the DO budget. In
addition, the DEM was also applied to the upper Chesapeake Bay during
1972-73 for the development of allowable nutrient loadings from the
Susquehanna Basin and the Baltimore Metropolitan Area [ 8 ], and most
recently to the Delaware Estuary [ 9 ].
The Dynamic Estuary Model is actually composed of two separate
sub-models plus other convenient calculation routines. Three separate
computer programs comprise this version of the DEM: REGAN, DYNHYD,
and DYNDELA.
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REGAN takes a time series of tidal heights and fits seven
harmonic regression coefficients; these are used in the hydraulic
program to define the tidal fluctuation at the seaward boundary.
DYNHYD, the hydraulic program, takes tributary inflows and seaward
tidal fluctuations, and, for specified network geometry, predicts
WT time varying tidal volumes and flows (equivalently, heights and
"• velocities). Because of the constant upstream boundaries and the
„- periodic seaward boundaries, the hydraulics will converge to a
»„ unique, constantly recurring (or stationary state) solution. This
stationary tidal solution is processed by subroutine HYDEX and
stored on tape or disk for later input to the quality program.
DYNDELA, the water quality program, takes the tidal hydraulic
solution, and, for specified constituent loads and interactions,
u
predicts time varying constituent concentrations. Because input
r* loads and other forcing functions may vary throughout the simulation,
*"•* the quality solution does not necessarily reach stationary state.
r* Even at stationary state, a simulation of dissolved oxygen with
L significant algal influences will exhibit a complex solution with
a periodicity of 24 days (due to the 24 hour diurnal cycle
^ interacting with an idealized 12.5 hour tidal cycle).
The numerical solution of the hydraulic and mass balance equations
^ is accomplished on the same network, which represents the geometrical
configuration of the estuary. The following sections will discuss
•pPi
in detail the network and the equations used in the hydraulic and
1-1 quality models.
tat
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1.2 THE MODEL NETWORK
1.2.1 OVERVIEW
The DEM represents the prototype by using a network
consisting of numerous interconnected "channels" and "junctions".
This channel-junction (often called "link-node") network is
extremely flexible in that it allows the prototype to be
segmented in a manner which considers the complex flow patterns
in the lateral plane as well as the effects of an irregular
shoreline. A channel element (link) connects two junction
elements (nodes) and serves as the transport mechanism between
the junction at each end. A junction is a volumetric unit which
acts as a receptacle for the fluid (and associated mass) trans-
ported through its connecting channels. A channel can connect
only two junctions, but a junction can have several channels
entering it. The concentration of the water quality parameters;
their addition, depletion, decay, and biological/chemical
transformations are defined within junctions. Parameters
influencing the actual motion of water are assigned and treated
in the context of channels.
The model network can be viewed as the overlapping of two
closely related subnetworks: (1) the channel network, and (2) the
junction network. Figures l.la and l.lb illustrate the configuration
of channels and junctions, respectively,-for a hypothetical
estuary. Since a channel must have a junction at each end, the
location, shape, and size of the junctions are dependent on the
channel configuration. Figure l.lc illustrates how the channel
and junction networks overlap to form the final model network.
Figure l.ld illustrates a symbolic notation used to define the
model network.
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I ! I I f ! f i fc 't K
« L 1 t }
i ;
channel
connecting
'junctions
i and j
junction
surface
area
'
\ /I I
center.
of -.
junction
channel
length
41
I
(a) Channel Network (b) Junction Network (c) Model Network
(d) Network
Representation
FIGURE 1.1 REPRESENTATION OF THE MODEL NETWORK
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1.2.2 CHANNEL PARAMETERS
The parameters associated with channels are length, width,
cross-sectional area, frictional resistance coefficient
(Manning's "n"), velocity, and hydraulic radius or depth.
Length: The length of a channel equals the distance between
the two junctions it connects. Channels must be rectangular
and should be oriented so as to minimize the variation of depth
over their length as well as reflect the location and position
of the actual protytype channels. The channel length is
generally dependent on a computational stability criteria given
by
]i L ( Jw] ± "i ) At
where:
1.. = length of channel i
y.j = mean depth of channel i
u. = tidal velocity in channel i
At = computational time step
g = acceleration of gravity
Width: There is no apparent limit on the width of a channel.
However, if a channel is too wide in relation to its length, the
mean velocity predicted may mask important velocity patterns
occurring on a more local scale. For well defined channels, the
network channel widths are equated to the average bank to bank
width.
Cross-sectional area: The cross-sectional area of a channel
is equal to the product of the channel width and depth. However,
depth is a channel parameter that must be defined with respect to
junction head or water surface elevation (since both vary similarly
with time). Channels are assigned initial values of width and depth
based on the initial junction heads and the initial cross-sectional
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areas are computed internally. As the junction heads vary, the
channel cross-sectional areas are adjusted accordingly.
Roughness: Channels are assigned "typical" Manning Roughness
coefficients. Since the actual value of this coefficient is
virtually undefinable, it serves as a "knob" for the calibration
if, '•*
of the model.
Velocity: An initial estimate of the mean channel velocity
is required for each hydraulic run. Although any value may be
assigned, the computational time required for convergence to a
"^ steady state solution will depend upon its departure from the
"^ true value.
«"» Hydraulic radius: Previous applications of the DEM have
i> employed channels whose widths are greater than ten times the
^ channel depth. Consequently, the hydraulic radius is usually
^ assumed to be equal to the mean channel depth.
^ 1.2.3 JUNCTION PARAMETERS
L.
The parameters associated with junctions are surface area,
volume, head, and any accretion or depletion from the system.
L*
Surface area: Except when branching or looping occurs
^ (i.e., when more than two channels enter a junction), the surface
u area of a junction is equated to one-half of the sum of the
r* surface areas of the two channels entering the junction. When
*•* branching or looping does occur, the junction surface areas can
.*, be determined by laying out a polygon network using the Thiessen
w Polygon method, as in Figure 1.2. Since the polygons are
^ normally irregular, a planimeter must be relied upon to obtain
surface areas.
Volume: Junction volumes are computed by multiplying the
surface area of the junction by the mean depth of the channels
(weighted by cross-sectional area) entering the junction.
** Head: Junction heads represent the elevation of the water
*" surface above or below an arbitrary horizontal datum. The datum
*"• is usually taken to be or referenced to Mean Sea Level.
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Junction
surface area
J.2 BRANCHING AND LOOPING IN A NETWORK
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1 J
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Accretion/Depletion: Any accretion to or depletion from the
system is handled by the direct addition to or removal from the
junction volume or mass.
1.2.4 NETWORK CONFIGURATION AND SIZE
There is a great deal of flexibility allowed in laying out
the network of interconnected channels and junctions to represent
a particular system. The choice of the boundary locations should
include considerations of both hydraulic and quality factors. To
minimize difficulties with boundary conditions, the network should,
ideally, extend to the ocean at the downstream boundary and to or
beyond the limits of tidal effects on inflowing streams, so that
the inflow can be considered steady. Such a network eliminates
'"* problems associated with dynamic boundary conditions, such as
kj changing salinity, or other quality conditions which could be
t-> present if an inland point is chosen for the seaward boundary.
«-* Other considerations which could influence the location of the
P, network boundaries and the scale of network elements include the
u location of specific points where quality predictions are required,
the location of existing or planned sampling stations and the
availability of data for verification, the degree of network detail
desired, and the computer time desired for solution.
rm
For computational procedures, it is necessary that the
L*
junctions of the network be numbered consecutively beginning with
one. The assignment of numbers to the network can be based on any
^* arbitrary consideration. However, junction number one must be
•'"" located at: the seaward boundary. A separate but similar numbering
'•* system for channels is also necessary. Each junction may have
from one to five channels entering it. A channel must have a
w» junction at one end; thus, dead-end sloughs must end with a
,„, junction. Associated with each junction number are from one to
^ five channel numbers, and associated with each channel number are
two junction numbers.
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1.3 THE HYDRAULIC MODEL
1.3.1 THEORY
The primary task of the hydraulic model is to solve the
equations describing the propagation of a long wave through a
shallow water system, while conserving both momentum and volume.
This is accomplished by (1) applying the one-dimensional
equation of motion to the network channels to predict velocities
and flows and (2) applying the continuity equation to the network
junctions to predict fluctuations in tfce water surface elevation
(head) and the corresponding changes in volume. The assumptions
upon which this approach is based are:
1) flow is predominantly one-dimensional
2) acceleration normal to the x-axis is negligible
3) coriolis and wind forces are negligible
4) channels are rectangular with uniform cross-sectional
area and a slope which can be considered negligible
5) tidal conditions (amplitude and period) at the
seaward boundary are known
6) wave length is greater than or equal to twice the
channel depth
The Equation of Motion - Conservation of Momentum
The equation of motion is given by
where:
u = velocity along the x-axis
t = time
x = distance along the x-axis
k = frictional resistance coefficient
g = acceleration of gravity
H = head (height of the wave above an arbitrary datum)
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The terms in equation (1.1 a) represent the following:
^ij _ the time rate of change of velocity; also defined
8t " as the local inertia term
j)_u _ Bernoulli acceleration (the rate of momentum change
9x by mass transfer); also defined as the convective
inertia term as derived from Newton's 2nd Law
k|u|u = frictional resistance (the absolute value sign insures
that resistance opposes the direction of flow)
3H
g -r- = gravitational acceleration
oX
The relationship between frictional resistance and the
energy gradient is given by
k|u|u = g ^ (Lib)
where
4^- = energy gradient
For a tidally influenced estuary, few, if any, of the
channels experience steady flow. However, over short time
intervals, the flow can be considered as steady uniform flow.
Consequently, the Manning equation, given by
u - 1-™ R'/3 s'/2 (1
Ur or
2 2
n u /, , .»
.-- . _ (1.1 d)
b 2.208 R1*/*
.iM
^ where
^ R = hydraulic radius of the channel
s =' dH/dx = energy gradient
n = Manning's n
•JHf
^ can be used to evaluate the frictional resistance coefficient in
equation (l.la). Substitution of equation (l.ld) into equation
(l.lb) defines "k" as
iw*
k = —ol— (1Je)
2.208 RV3
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The Equation of Continuity - Conservation of Mass
The equation of continuity is given by:
3H _ 1 30 ,, 9v
at ~ ' F ax (K2)
where:
H = head
b = mean channel width
Q = flow
The terms in equation (1.2) represent the following:
sH
—r = time rate of change of water surface
elevation
1 90
~~b~ * 3x = Cnan9e 1'n storage along the channel length
per unit width
As presented, equations (l.la) and (1.2) apply to channels.
To minimize computational requirements, equation (1.2) is applied
to junctions so that:
at - (1'3)
where:
A* = surface area of the junction
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For use in the model, both equations (l.-la) and (1.3) must be
changed to their finite difference forms:
ui t " ui t l ii AUi AH
_Ut LJ>1B -l^t.] (-^1) - K|U ,\V t, -g (^1) (1.4)
At *i i,t i i,t i x
and
Hj>t " Hj.t-1 _ - I Q (1.5)
At - A*.
where:
U- . = velocity in channel i at time t
•»»•
LK t_.j = velocity in channel i at time t-1
At = computational time step
X.j = length of channel i
AU./X. = velocity gradient in channel i
' '
AH./X. = water surface gradient in channel i
I'
H. . = water surface elevation in junction j
J) at time t
H- t -, = water surface elevation in junction j
J)t"' at time t-1
A*. = surface area of junction j
J
2Q = algebraic summation of flows into (accretions)
and out of (depletions) a junction
K = frictional resistance coefficient (gn2/2.208Rlf/3)
n = Manning's "n"
R = hydraulic radius of a channel
g = acceleration of gravity
The velocity gradient term (AU./X.) presents some computational
problems because the computed velocity for a channel is assumed to
be constant throughout that channel, hence there is no predicted
velocity gradient within a given channel. If branching does not
occur, a velocity gradient can be computed as the difference of
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the velocities in the channels connected to the junctions at
each end of channel i. If branching does occur, this approach
cannot be used, since there would be several channels connected
to the upstream and downstream junctions. Equation (1.6) can
be used to solve this problem.
at
b 3H
b at
3U
ax
b 3x
U3A
ax
A
b 3x <
. j>u_
" ax
3H _ U 5A
at " A 9x
In finite difference form, this becomes
AU. b. AH. u. AA.
_ I _ V _ I . __L _ I n 7\
v A At A x \l • ' I
xi Ai At Ai xi
The expression AH. /At is computed as the average of the
changes in water surface elevation of the junctions at each end
of channel i during the time step (At). Similarly, the
expression AA./X. is obtained by computing the cross-sectional
area at each end of channel i based on the water surface
elevation of the junctions at each end.
At this point, there is one equation for each channel and each
junction. Given the network configuration and geometry, initial
values for channel velocities and junction heads, and specified
boundary conditions, (e.g. seaward tidal "variations) equations
(1.4) and (1.7) can be solved using a modified Runge-Kutta
procedure. The solution will converge for a given set of boundary
conditions to a dynamic equilibrium having velocities, flows,
and heads repeated at intervals equal to the specified tidal
period.
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1.3.2 SOLUTION TECHNIQUE
The solution of the equations of motion and continuity as
described proceeds as follows:
1) The mean velocity for each channel is predicted
for the middle of the next time interval
(i.e., for time t + At/2) using the channel
velocities and cross-sectional areas and the
junction heads at the beginning of the time interval.
2) The flow in each channel at the middle of the next
time interval is computed using the velocity obtained
in step (1) and the cross-sectional area at the
beginning of the interval.
3) The head at each junction at the middle of the next
time interval is computed using the flows derived
in step (2).
4) The cross-sectional area of each channel at the
middle of the next time interval is computed using
the heads computed in step (3).
5) The mean velocity for each channel is predicted for
the full time step ( t + At ) using the velocities,
cross-sectional areas, and junction heads computed
for the middle of the time step ( t + At/2 ) in
steps (1), (3), and (4).
6) The flow in each channel after a full time step is
computed using the velocity for the full time step
(computed in step 5) and the cross-sectional area
computed for the middle of the time step in step (4).
7) The head at each junction after a full time step is
computed using the full step flow computed in step (6),
8) The cross-sectional area of each channel after a full
time step is computed using the full step heads from
step (7).
9) Repeat steps (1) through (8) for the specified
number of time intervals.
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1.4 THE QUALITY MODEL
Introduction
The task of the quality model is to solve the equations describing
the movement, decay, and transformation(s) of a material by performing
a mass balance at each junction for each time step. The quality model
is referenced to the same network used in the hydraulic model, and
uses the hydraulic solution (heads, flows, and velocities for each
time step) as input. Since the time step for the quality program is
usually much larger than the time step for the hydraulic program,
the hydraulic parameters occurring within a quality time step are
averaged. These averaged values cover a full tidal cycle and are
stored for use by the quality program. Consequently, the quality
time step must be a whole multiple of the hydraulic time step and
evenly divisible into the tidal period.
Five constituents, either conservative or non-conservative, can
be handled simultaneously by the version of the DEM presented in
this report. The concentration of a constituent at any point is
affected by mass transfers (advection, dispersion, diffusion), decay,
biological/chemical transformations, and the import or export of mass.
1.4.1 THEORY
Advection
The amount of mass present within a praticular volumetric unit or
node is dependent on three basic processes: (1) the physical transport
of mass into and out of the node, (2) natural and man-made inputs or
withdrawls, and (3) internal chemical or biological reactions and
transformations. The physical transport of mass is primarily a hydrodynamic
phenomena whose components are determined from the putput of the hydraulic
model, while inputs/withdrawls and reaction kinetics are specified by the
user as inputs to the water quality quality program. The major processes
affecting the physical transport of mass through the system are advection,
diffusion, and dispersion. A discussion of each of these phenomenon and
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how they are incorporated into the DEM follows.
Advection is the transport of mass resulting from the movement of
water. Mass is transported in the direction of flow with a velocity
equal to the velocity of the water. The basic equation describing
the transport of mass across a cross section is given by:
Ta = U ' C ( 1.8 )
a
where
T = rate at which mass is transported by advection through
a unit cross-sectional area in a unit time (mass/area/time)
U = velocity of water in the logitudinal direction
C = concentration of mass being advected
Applying equation (1.8) to an infinitesimal volume of water, the one-
dimensional equation describing the concentration change within that
volume due to advection is obtained:
!£ = U • 3£ (1.9)
at 9x
where
s c
r— = concentration gradient along the x- axis
•— = time rate of change of concentration
U = velocity of water along the x-axis
If both sides of the equation (1.9) are multiplied by a volume
term, then the resulting mass balance equation will describe the
change in mass due to advection within the volumetric unit, as shown
by:
H<*-«>=i?=vif • «•**> ('•«»
where
A = cross-section area of the computational element (assumed cons'
AX = length of the computational element
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- 18 -
r-r = time rate of change of mass within the computational element
Equation (1.10) describes the instantaneous change in the mass within
a computational element due to advection. In the DEM, actual mass transport
is calculated only for defined channels entering and leaving a junction.
Hence, the general finite difference form of equation (1.10) is given by:
^- = U • A . C * (1 in
At ui Mi Li U.M;
where
AMi = change in mass, i.e., the amount of mass advected out of
channel i
i = channel subscript
A. = cross-sectional area of channel i
U. = velocity of water in channel i
At = computational time step
C.* = concentration of mass in advected water in channel i
Equation (1.11) describes the transport of mass through a channel
due to advection. However, concentrations are computed for junctions,
so an additional calculation must be made. For each junction, the sum
of all the mass advected out of the junction is subtracted from the sum
of all the mass advected into the junction. Operationally, this is
accomplished by computing the amount of mass advected through a channel
and then subtracti?:g that mass from the junction in which flow is leaving
and adding the same mass to the junction in which flow is entering. A
generalized equation for this procedure is given by:
~j = z(U-A-C*)in - i(U-A-C*)out (1.12)
where
j = junction subscript
-------
- 19 -
Figure (1.3) illustrates how the above equation computes the change
in mass within a junction due to advection.
Diffusion and Dispersion
Molecular diffusion is a process in which mass is transferred from
regions of high concentration to regions of low concentration. The
basic laws governing this phenomena are known as Pick's laws of diffusion.
"" The one-dimensional form of Pick's first law defines the rate of mass
"M transport through a cross section and is given by:
'-v
w Td = -Dm •'!£ (1.13)
3X
t \
'-' L
where
f* T . = rate of mass transport by molecular diffusion through
^ a unit cross section during a unit time (mass/area/time)
-D_ = molecular diffusion coefficient (area/time)
r» m
•ut ac/3x = concentration gradient along the x-axis
•'"i*
Applying equation (1.13) to a infinitesimal volume and solving
for the rate of change of concentration due to molecular diffusion
f ^*
yields Pick's second law, given by:
w*
3£ -Dm 82C (1.14)
«« at aF"
<— where
** TT- = time rate of change of concentration due to molecular
^ diffusion (mass/volume/time)
^ng
In a calm body of water, Pick's laws operate as we have described
**»
and the equations describing the transport of mass due to advection
**
and molecular diffusion can be combined to give the basic one-dimensional
***" form of the horizontal transport equation, given below as:
-------
- 20 -
If • A, IP- + uff ±
where
3C
U — = transport due to advection
32c
~Dm "^72" = transport due to molecular diffusion
in o A
S = any source/sink team for C
8c/8t = time rate of change of concentration for substance c
However, in turbulent bodies of water, molecular diffusion becomes
negligible relative to the processes of turbulent or eddy diffusion and
longitudinal dispersion. Turbulent diffusion is the mixing of water by
eddy currents due to tidal or some other energy field, such as density
gradients. Longitudinal dispersion is a larger scale advection related
phenomenon arising from lateral and vertical velocity gradients, whereby
mass in the center of the channel is transported at a faster rate than
mass at the bottom or sides of the channel (see Figure (1.4)). Since
the velocity used in the one-dimensional formulation assumes that the
velocity within a channel is constant, this phenomenon is not explicitly
accounted for.
If it were feasible to use a "perfect" three-dimensional hydrodynamic
model that would compute accurate instantaneous velocities for every
point in the estuary, then the processes of turbulent diffusion and
longitudinal dispersion would be considered explicitly and there would
be no need to consider them any further, i.e., the molecular diffusion
coefficient (D ) would be the only constant to be determined. However,
the exact equations of motion are intractable and the modification of
these equations by spatial or temporal averaging creates the need for
dispersive transport terms. Fortunately, the general form of equation
(1.13) can still be used in this situation, and for the one-dimensional
approximation, the molecular diffusion coefficient (D ) can be replaced
-------
- 21 -
AM
At'
= X(u-A-c). -
*—' 'in
out
I J
AM,
c.
where
indicates the direction of flow
= velocity in channels i-l,i,and i+1
= cross-sectional area of channels
i-1 ,i ,and i
cj-2'cj-rcj
concentration in junctions j-2,
j-1, and j
FIGURE 1.3 MASS TRANSFER BY ADVECTION
-------
- 22 -
Lateral variation of velocity
Vertical variation of velocity
FIGURE 1.4 LATERAL AND VERTICAL VELOCITY PATTERNS
-------
- 23a -
with K,, an "effective dispersion coefficient". In the one-dimensional
case, K, can be thought of as a coefficient what encompasses the
effects of molecular diffusion, turbulent diffusion, longitudinal
dispersion, and any other random mixing processes.
To determine the amount of mass transferred through a channel
due to "effective dispersion", equation (1.13) need only be multiplied
by the cross-sectional area of the channel, which is assumed constant.
The concentration gradient for a channel can be approximated by using
the difference in the concentration of the junctions at each end of the
channel. The finite difference approximation is given by:
J where
. AM. = the mass transferred through channel i due to
*-* "effective dispersion" during a unit time step
,, K^ = "effective dispersion coefficient" (area/time)
"-* AX.J = length of channel
*"* AC.J = concentration difference between the junctions upstream
^ and downstream of channel i
A. = cross-sectional area of channel i
*-* As was pointed out earlier, concentrations are computed for
junctions, not channels. Therefore, a procedure identical to that used
Lrf for computing mass transport due to advection is also used to compute
the transfer of mass due to "effective dispersion".
WRE [ll ] stresses that the scales of the mixing phenomena themselves
may be important in assessing the ability of equations (1.11) and (1.16)
to describe the transport of mass throughout the system. The difference
""* between the scales indicates how well certain transport processes can
"** be modeled. If the scale at which the model views the mixing process
ij* is close to the scale of pure turbulence, then equations (1.14) and (1.16)
-------
- 23b -
should be fairly reliable representations of the actual transport
processes. As the difference between the model and the real world
mixing scales increases (e.g. as more spatial and/or temporal averaging
or simplifying assumptions are used), the value of K, will increase
accordingly in order to compensate for the loss in resolution.
The magnitude of K, for estuaries is dependent on the time step
used in the simulation and location within the estuary. The time step
determines the interval over which quantities that change instantly,
the better the resolution of the hydrodynamic and ecological
relationships that are simulated. Consequently, a model with a time
step of 5 minutes will need a smaller value for K, than a model that
averages hydrodynamics over an entire tidal cycle. The value of
K. is also dependent on the degree of spatial averaging. The greater
the difference between the actual velocity at a point and an area-
averaged velocity, the larger will be the value of K.. The value
of K. may also vary spatially throughout the estuary due to changing
velocity patterns and density gradients.
-------
- 23c -
Several analytical expressions have been suggested for estimating
the value of K. (see Zison [ 10 ] and Feigner [ 5 ]). The DEM computes
K. based upon a simplification of the energy dissipation relationship
and a spatial approximation of the eddy size.
Kd = C4 / U / R ( 1.17 )
where
U = channel velocity
R = hydraulic radius
C = a dimenationless constant which can be spatially varied
Since the processes of advection and dispersion are independent
phenomena, their transport equations can be combined into an equation
defining the amount of mass transported through a channel during a
time interval At. The finite difference form of this equation is:
AM = (A • U • C*)+(K . A_C . A) ( 1.18 )
At a AX
where
AM = mass transferred through a channel during a unit time step
A = cross-sectional area of the channel
*
C = concentration of advected water
U = velocity of water in the channel
Kd = C4/U/R= "Effective Dispersion Coefficient"
Ax = length of channel
AC = concentration gradient along a channel, taken as the difference
in the concentrations of the junctions at each end of the
channel
The solution of equation (1.18) by finite difference methods results
in what is commonly called "numerical mixing", "numerical dispersion",
or "induced advective dispersion". During every time step, mass is
transferred between adjacent junctions through the connecting channel.
However, the model assumes that mass is transferred from the center of
one junction to the center of the adjacent junction and is then well
-------
- 23d -
mixed. In other words, the model moves mass the entire length of the channel
while, in reality, the water only moves a distance equal to U • At. If
U • At is less than the channel length (AX), then mass is being moved
ahead of the water. The greatest difficulties will arise when there
are steep concentration gradients between adjacent junctions, whereby
the error introduced by advancing constituent mass ahead of the water
mass could be numerically large and computational instability could
result. Errors are likely to be larger near slack water, where
predicted water velocities are a minimum.
While the phenomenon of "numerical dispersion™ coincidentally
produces an effect which is similar to that of longitudinal dispersion,
it is only partially controllable. In order to insure that the
discrepancies between observed and predicted concentrations will not
become large or accumulate due to numerical mixing problems, certain
adjustments must be made. The magnitude of numerical mizing is controlled
in the DEM by choosing a value for C* (the advected concentration) that
is between the concentrations in the junctions at either end of the
channel. Feigner [ 4 ] examined several techniques for determining C*.
His results are summarized in Figure (1.5) and Table (1.1).
-------
i j I j 1 i fi i)
J k > k i t 2
c*(D
C*(5)
^^
s
}
c*(D =
C*(2) =
C*(3) =
C*(4) =
C*(5) =
v C*(4)
-^--0, C*(3)
^^~^0--^_ C*(2)
^^^-^
^ M-ML .; ^
2X
1 ^
^ — junction bour
X
. ^^^ T
idary r
°b
CO i ^
Upstream Concentration = C
a
1/2 Point Concentration = (C +
a
1/3 Point Concentration = (2C H
a
1/4 Point Concentration = (3C H
a
2-Way Proportional Concentration = (C +
Cb)/2
- Cb>/3
- Cb)/4
\^ f * V*/it \^*a "™ ^*|%/
I
ro
FIGURE 1.5 METHODS OF COMPUTING C*
-------
Method
Upstream
1/2 Point
1/3 Point
1/4 Point
Definition
(See Figure
C*=Ca
C* = (C +
a
c* = (ca +
C* = (C +
of C*
1.5)
Cb)/2
Cb)/3
CJ/4
Numerical
Mixing
High
Low
Moderate
Accuracy
Poor
Good
Good
Stability
Excellent
Very Poor
Acceptable
ro
en
2 - Way
Proportional
C* = (C + C. )/2 + VAt
3 b
.
L°W
Good
Poor
TABLE 1.1 COMPARISON OF METHODS FOR COMPUTING C*
-------
- 26 -
r»
u
r*
Decay
The quality model is capable of describing the fate of both
conservative (e.g. salinity) and non-conservative (e.g. BOD or DO)
constituents. For non-conservative constituents, the mechanism
of decay must be considered.
Zero-Order Decay
For zero-order decay, the quantity of constituent decayed
is a function of the rate constant for the reaction being
considered. Mathematically, a zero-order reaction is given by
dt
= -K
(1.17)
where
dc/dt = rate of change of c with respect to t
c = concentration
t = time
K = rate constant (mass/volume/time)
The negative sign indicates that the process is one of decay
rather than growth. Equation (1.17) is easily integrated to
yield:
where
= concentration at
= concentration at
(t - y
time t
time t
(1.18)
o
-------
- 27 -
This expression can be converted to a finite difference form
for a time step of At.
where
Co " Ct = ACj = K ' At
AC. = change (decrease) in concentration in junction j
J during a time interval of At
The corresponding mass equation is obtained by multiplying both
sides of equation (1.19) by volume.
VAC. = AM. = K-V.-At (1.20)
J J J J
where
V. = volume of junction j
J
AM. = change (decrease) in mass in junction j during
a time interval of At
Example 1 - Algal Respiration and Photosynthesis
If algal respiration is assumed to be a zero-order reaction,
i.e. if the rate at which oxygen is consumed by algae is
independent of their concentration, then the rate at which oxygen
is removed from the system is given by:
AMR
= Kn'V-C.
At 1NR ' ualgae
where
AMR = mass of dissolved oxygen consumed by algae
during a time interval of At
KR = rate at which algae consume oxygen
(mass of Op/mass of algae/time)
Ci = concentration of algae (mass/volume)
a I Qoc
V = volume
Algal photosynthesis is not a process of decay. However, if it
is assumed to be a zero-order reaction, i.e. if the rate at which
algae produce oxygen is independent of their concentration, then
the rate at which oxygen is added to the system is given by:
-------
Ul
Uf
- 28 -
At
= K.
'algae
where
AM = mass of dissolved o:
p during a time inter
K = rate at which algae
p (mass of 02/mass of
= concentration of al
alqae
V = volume
The mass of "oxygerv present in the sys
AMp-
where
Mo. = mass of oxygen presei
•'*•-
M
t-l
:ygen produced by algae
al At
produce oxygen
algae/time)
ae
:em at time t is given by:
t at time t
t at time t-1
Example 2 - Sediment Oxygen Demand
If the rate at which oxygen is consumed by bottom sediments
is considered constant, i.e. independent of the amount of bottom
sediment present, then the change in dissolved oxygen mass due
to sediment oxygen demands is_ given by: ; • ;
AMr
;DO . =J, .„ • •
At SOD
A
where
AM,
DO
K
SOD
A
mass of oxygen consumed by bottom sediments
during a time interval At
rate at which, bottom,sediments consume oxygen
(mass 02/area/time) ,
surface area of.bottom .. . ,
-------
- 29 -
First-Order Decay
For first-order decay, the quantity of constituent decayed
is a function of (1) the amount of the constituent present and
(2) the rate constant for the reaction being considered.
Mathematically, a first-order reaction is given by:
H| = -K - C (1.21)
where
dc/dt = rate of change of c with respect to t
K = rate constant (I/time)
C = concentration
t = time
Again, the negative sign indicates that the process is one of
decay rather than growth. Equation (1.21) can be easily
integrated to yield:
Ct = CQ e-K (t-t0) (1.22)
where
C. = concentration at time t
C = concentration at time t
This expression can be converted to a finite difference form
for a time interval of At
Cf* — A f* f* t 1 ~""'^"l'\ 4 J. /T O*»N
i t- -i ~ ^,- 4. - AC- - C- . -, (\-e ) • At (1.Z3J
J >t-1 j,t j J »t-I
where
AC- = change (decrease) in concentration in junction j
J during a time interval of At
C. . -,; C. . = concentration in junction j at time t-1 and
0,t-i j.t t^ respectively
At = computational time step
-------
- 30 -
The corresponding mass equation is obtained by multiplying both
sides of equation (1.23) by volume
• vj
where
V. = volume of junction j
J
AM. = change in mass in junction j during a time
J interval of At
Example 1 - Biochemical Oxygen Demand (BOD)
The rate at which organic wastes are biochemically oxidized
or stabilized is directly proportional to the amount of
unstabilized material present. The change in the amount of
unstabilized material present (BOD) is given by:
_ „ r ,, -Dx
"At -- V ' CBOD, t-1 ' (1'e e )
where
AMDnn = amount of BOD stabilized during a time
BOD interval of At
V = volume
At = time interval
CBOD t-1 = concentration of BOD at time t-1
K- = rate at which organic material is stabilized
P
The amount of BOD present at time t is given by:
MBOD,t = MBOD, t-1 ' AMBOD
where
- i » M
Dnn . = mass of BOD present at time t-1
bUU.t I , J. ' t
' and t, respectively
-------
31 -
Example 2 - Reaeration
The oxygen in water is naturally replenished through the
process of reaeration (mass transfer at the surface). This
process is defined by:
where
D = dissolved oxygen deficit, i.e. the saturation
concentration minus the actual concentration
K, = reaeration rate (I/time)
Reaeration is a process in which the dissolved oxygen deficit
is reduced (or, conversely, in which the dissolved oxygen
concentration is increased). The change in mass of the DO deficit
due to reaeration is given by:
At
where
AM = V • Dt_1 - 0-e'KdAt)
AM = decrease in the mass of dissolved oxygen
deficit (or, the increase in DO mass during
a time interval of At)
V = volume
- = DO deficit at time t-1
Second-Order Decay
For second-order decay, the quantity of constituent decayed
is a function of (1) the amount of constituent present and
(2) the rate constant of the reaction. Mathematically, a second-
order reaction is given by:
at - -Kc2 (1
where
dc/dt = rate of change of c with respect to t
K = rate constant (volume/mass/time)
c = concentration
-------
- 32 -
Again, the negative sign indicates that the process is one of
decay. Equation (1.24) can be integrated to yield
Ct = k(t-t0) + 1 = C0k(t-tQ) + 1 (K25)
Co
This can be converted to a finite difference form for a time
interval of At:
ACJ = °j,t-l " Cj,t
1 -
1
(C. -
j > »•
At (1.26)
where
AC. = change (decrease) in concentration in
^ junction j during the time interval At
C. . -,, C. , = concentration in junction j a times t-1
••'' ^' and t, respectively
At = computational time step
The corresponding mass equation is obtained by multiplying
equation (1.26) by the junction volume:
AM- = V. • AC. (1.27)
J J J
where
AM. = change in mass in junction j during a time
J interval of At
V- = volume of junction j
J
Example 1 - Sedimentation/Deposition
Many substances are removed from the water system through the
process of sedimentation (i.e. settling). Quite often, the rate
at which material is removed by this process can be described by
first or second order reactions. If the process is a second order
one, then the change in mass of a constituent is given by
-------
- 33 -
AT
= V
't-1
1 -
where
AM = amount of mass removed by settling during
the time interval At
At = time step
V = volume
C. , = concentration at time t-1
k = rate at which the material settles
If sedimentation were the only process affecting the material,
then the mass present at time t would be given by
where
Mt - Mt-l
Mt-TMt
- AM
mass of constituent present at times
t-1 and t, respectively
Biological / Chemical Transformations
Materials in the aquatic ecosystem often undergo some type
of transformation(s). In many cases, these consecutive reactions
can be described by the kinetics discussed earlier.
Example 1 - Nitrification
Nitrification is the process by which ammonia (NHs) is
converted to nitrite (N02) and nitrate (NC^), as shown in the
figure below.
NH3
k!2
^
N02
K23
N03
-------
- 34 -
Assuming first order kinetics, the change in mass of each
constituent during a time interval of At is given by
NH3 _ ii r /l ~~^loAt \
-IT - V 'CNH3,t-l ' (1 - e 12 )
sr -
At
where
AM,,,,., = the amount of NhL converted to NC^ during At
= the change in mass of N0£ during At
= the amount of N02 converted to N03 during At
t -I = the concentration of NhL at time t-1
t 1 concentration of NO^ at time t-1
t 1 concentration of N03 at time t-1
k^ = the rate at which NH-, is converted to NC^
k?o = the rate at which N0? is converted to N03
The mass of each constituent at time t is given by
MNH3,t " MNH3,t-l " AMNH3
MN02,t = MN02,t-l + AMNH3 ' AMN03
MN03,t = MN03,t-l + AMN03
-------
- 35 -
Example 2 - The Phosphorus Cycle
A simplified representation of the phosphorus cycle is shown
in the figure below.
Total
Phosphorous
settling
Sediment
Assume that (1) the uptake of phosphorous by algae, the
death of algae, and the regeneration of
phosphorous from detritus are all first
order reactions
(2) the settling of phosphorous is a second
order reaction
The change in mass of phosphorous and algae during At is
given by
AM
At
= regeneration - uptake - settling
= Mpd.(l -e-krAt) -C -V.(l - e^i
- V-C
P,t-l
1 -
AMa
—r- = growth - death
• cp,t-rv'(1 -e~'
- C
A ,
-------
36
where AM. = change in algae mass during At
AM = change in phosphorous mass during At
M , = mass of phosphorous present in the detritus
C .. i = concentration of phosphorous at time t-1
P J t- I
V = volume
C. ,_, = concentration of algae at time t-1
The mass of phosphorous and algae present at time t is given by
Mp,t • Mp,t-l + 4Hp • Mp,t-l + iMr - 4Mu - AMS
HA,t ' Yt-1 * 4MA ' MA,t-l + 4Hu - iMd
where
M , ,, M . = mass of phosphorous present at times
p> p' t-1 and t, respectively
M. .
M. . = mass of algae present at times t-1 and
' t, respectively
AM = mass of phosphorous regenerated from
the detritus during At
^ AM = mass of phosphorous taken up by algae
for growth during At
AM = mass of phosphorous removed from the
system through settling during At
r* AM, = mass of algae-decayed into detritus
LJ, during At
-------
37
Import / Export
Another process which will affect the mass of a constituent
in a junction is the import (e.g. tributary inflow or waste
discharge) and/or export (e.g. water supply withdrawal or
industrial use) of water from the system. The mass of constituent
added (or subtracted) at a junction during each time interval At
is given by
AM.
At = EVCin ' SCW'CJ t1
where
AM. = the change in mass in junction j during At
J
Q.jn = flow into junction j
C. = concentration of the constituent in the inflow
Q , = withdrawal from junction j
C. = concentration of constituent in junction j
J
1 .4.2 SOLUTION TECHNIQUE
Conservation of mass is maintained within the network
junctions by combining the equations describing the following
processes:
- advection
- diffusion
- decay
- biological/chemical transformations
- import/export
The solution of the quality program is a relatively straight-
forward and sequential process involving an explicit finite
difference technique. The algorithm is as follows.
-------
- 38 -
1) Initial junction volumes and concentrations are specified in
order to determine the total mass of each constituent initially
present in each junction.
2) Waste load data (e.g.imports and exports) is specified for
each junction.
3) Hydraulic parameters are read. Values for channel velocities
and flows and junction heads for each time step are read from
the "hydraulic extract tape" created by the hydraulic program.
4) Advection - mass is transferred between adjacent junctions in
the direction of flow. The amount of mass transferred is
,-\ determined using a representative concentration (C*).
5) Diffusion - mass is transferred between adjacent junctions
from the junction with the higher concentration to the junction
with the lower concentration. The amount of mass transferred
«-j is proportional to the concentration gradient.
*"* Steps 4 and 5 proceed from one channel to another, until every
,kj channel and junction has been examined.
r> 6) Any non-conservative constituents are decayed. If D.O. is a
tj constituent, reaeration occurs here.
r, 7) The wastewater loads and/or withdrawals specified in Step 2
are applied to the appropriate junctions.
8) Hydraulic parameters (flows, velocities, and heads) for the
f~* next time step are read from the "hydraulic extract tape".
9) A new concentration for each junction is obtained by dividing
™ the total mass of constituent by the. new junction volume.
10) Steps 4 through 10 are repeated for every time step.
-------
-39 -
CHAPTER 2
IMPLEMENTATION OF THE HYDRAULIC MODEL
2.1 REGRESSION ANALYSIS PROGRAM (REGAN)
2.1.1 PROGRAM DESCRIPTION
When applying the hydraulic model, a tidal input
characteristic of the conditions under consideration must
be imposed at the seaward boundary of the model. For
simulation of an historic condition, the tidal wave chosen
should be representative of the tidal conditions which
existed at that time. Since it is expensive to simulate
a transient condition having significantly varying flows
or tidal characteristics, the tide and flow for any historic
simulations should be relatively steady. The tidal wave at
the seaward boundary is described by
Y = Aj + A2sin(o)t) + A3sin(2ut) +
(2.1)
+ A5cos(ut) + A6cos(2u3t) + A7cos(3wt)
where
Y = head (elevation above or below a
horizontal datum)
A.J = regression coefficients
co = tidal period (hours)
The coefficients A, through Ay are obtained through
the regression analysis program (REGAN) which requires
tidal heights at equally spaced intervals throughout a tidal
period as input. Normally, 30 minute intervals will suffice.
This input can be obtained from prototype tidal stage
recorders (if available) at the boundary. In the absence of
-------
- 40-
such data, it may be necessary to use the predictions
presented in the Tide Tables published by the U.S. Coast
and Geodetic Survey.
Figure 2.1 is a simplified flowchart depicting the
sequence of steps for REGAN. A brief description of the
program logic is as follows:
STEP 1 - READ AND PRINT CONTROL AND INPUT DATA
Alphanumeric data is read which describes the run,
the number of observations (NDATA) s the number of coefficients
(NCOEFF), the maximum number of iterations allowed in the
computational loop (MAXIT), the maximum residual allowed
for termination of calculations (MAXRES), the tidal period
c/ (PERIOD), time shift parameter (TSHIFT) , phase angle
shift parameter (PSHIFT), the time of the i observation
*" * fh
(T(l))t and the value of the i observation (KD).
Tables displaying the inputs are printed.
? \
u STEP 2 - INITIALIZATION
r« Variables and arrays used in the calculations of the
ur regression coefficients (A(I) t J = l,NCOEFF) are initialized.
STEP 3 - SET UP NORMAL EQUATIONS
^ The coefficients of the normal equations (SXX(K3J)
r* and SXX(J), where J = I,NCOEFF and K = I,NCOEFF) are
^ established.
^ STEP 4 - SOLVE NORMAL EQUATIONS
'vjf
The equations established in STEP 3 are used to determine
estimates of the regression coefficients. If the maximum
number of iterations allowed have been completed, the
"* program precedes to STEP 5. If the number of iterations is
"* less than the maximum number allowed and the maximum
*>*• residual is greater than the desired maximum residual (MAXRES),
-------
- 41 -
READ
CONTROL
DATA
i
i
READ
INPUT
DATA
i
PRINT
INPUTS
^ '
C STOP J
PRINT
CURRENT
SOLUTION
YES ^ IS
INITIALIZE
i
t
SET UP
NORMAL
EQUATIONS
1
PR
NO
COEFFI
INT
RMAL
CIENTS
^^J
\
^\? ^f
[NO
.x^'isX.
<^IT>MAXIT ^
SOLVE
EQUATIONS
YES
FIGURE 2.1 FLOWCHART OF REGAN
-------
r»
M
r>
Ul
r»
L*
r*
u
r*
- 42
then another iteration is performed to obtain better
estimates of the regression coefficients. If the number of
iterations is less than the maximum number allowed and the
maximum residual is less than or equal to the specified
maximum residual, the program proceeds to STEP 5.
STEP 5 - PRINT OBSERVED AND PREDICTED DATA
Tables are printed containing (1) the computed regression
coefficients, (2) the observed and predicted data values, and
(3) the residual values.
-------
2.1.2 REGAN DATA DECK SEQUENCE
CARD
1
2
3
VARIABLE
ALPHA(I)
NDATA
NCOEFF
MAX IT
MAXRES
PERIOD
TSHIFT
PSHIFT
T(l)
Y(D
T(2)
Y(2)
*
*
T( NDATA)
Y( NDATA)
COLUMNS
1 - 80
1 - 10
11 - 20
21 - 30
31 - 40
41 - 50
51 - 60
61 - 70
1 - 8
9-16
17 - 24
25 - 82
*
•
•
FORMAT
20A4
110
110
no
F10.0
F10.0
F10.0
F10.0
F8.0
F8.0
F8.0
F8.0
*
*
F8.0
F8.0
COMMENTS
Read 2 cards
This card is repeated until
all NDATA values of T and Y
are read. Each card contains
8 values of T and Y.
-43-
-------
- 44 -
2.1.3 REGAN VARIABLE DEFINITIONS
The following section contains definitions for the major
variables in REGAN. Variables are listed in alphabetical
order. Variables in italics are read from the input
data deck.
L*
r*
L«
r*
L*
-------
VARIABLE
A(J)
ALPHA
MAXIT
MAXRES
NCOEFF
NDATA
PERIOD
PSHIFT
T(I)
TSHIFT
Y(D
SUBROUTINE
DEFINITION
Coefficients obtained by the program which describe the tidal
input at a specified junctions. (J = 1, NCOEFF)
Alphanumeric data which describes the run.
Maximum number of iterations desired in the run.
Maximum value of the residual allowed. Will not be exceeded
unless the number of iterations reaches MAXIT before the
residual reaches MAXRES (a value of .0001 is typically used).
Number of coefficients in the trigonometric equation.
Number of input data points over a tidal cycle.
The period of the tide.
Variable which allows the phase angle in the trigonometric
relationship to be shifted (usually set equal to zero).
Time of the I specified data point on the input tide (I = 1, NDATA)
Variable which allows the time scale for the inputs to be
shifted (usually set equal to zero).
Elevation of the I specified data point on the input data
(referenced to model datum).
TYPE
R
R
1
R
I
I
R
R
R
R
R
UNITS
hrs.
hrs.
ft.
en
i
-------
- 46 -
2.2 THE HYDRAULIC PROGRAM (DYNHYD)
2.2.1 THE "MAIN" PROGRAM
Figure 2.2 is a simplified flowchart depicting the
sequence of steps for the Main program of DYNHYD. A brief
description of the program logic is as follows:
STEP 1 - READ CONTROL DATA
Alphanumeric data is read which identifies the network
size (NC and NJ), the length of the run (NCYC), and output
control parameters (see Section 2.2.6).
STEP 2 - READ JUNCTION DATA
A separate card is read for each junction. Each card
contains the junction number, initial head at that junction,
surface area of the junction, the inflow (or outflow) to the
junction, and the numbers of the channels entering the
junction. After all junction cards are read, a table
summarizing the data is printed.
STEP 3 - READ CHANNEL DATA
A separate card is read for each channel. Each card
contains the channel number, physical characteristics (length,
width, cross-sectional area, hydraulic radius, and Manning's n),
initial velocity, and the numbers of the two junctions at
the ends of the channel. After all channel cards are read, a
table summarizing the data is printed.
STEP 4 - INPUT TIDAL CONDITIONS AT SEAWARD BOUNDARIES
The period of the tide (hours) and the coefficients
obtained by REGAN (see Section 2.1) to define the tidal
wave at the seaward boundaries are read and printed. The version
-------
- 47 -
READ
CONTROL DATA
f READ
JUNCTION DATA
J
YES
FIGURE 2.2 FLOWCHART OF THE MAIN PROGRAM IN DYNHYD
-------
48
of the hydraulic model contained herein allows two
seaward boundaries. However, the program can easily be altered
to accomodate several seaward boundary inputs.
STEP 5 - CHECK COMPATABILITY OF CHANNELS AND JUNCTIONS
A check is made on the compatability of the junction
and channel numbering systems. If a junction is listed as
being connected to a given channel, then that channel
should also be listed as being connected to the junction.
Execution will terminate if any discrepencies are found.
The control parameters and the channel and junction data
-* are stored on Unit 10 (temporary magnetic tape or disk).
STEP 6 - INITIALIZATION
Initializes various computation parameters, converts
starting time and tidal period from hours to seconds, and
computes friction coefficient (AK(N)) for each channel.
" Checks the junction numbers at each end of a channel and
^ insures that the junction number associated with NJUNC(N,1)
r* is smaller than the junction jumber associated with NJUNC(NS2).
MI This is necessary for the sign convention used to specify
^ the direction of flow in a channel (see Section 2.2.4).
^ STEP 7 - MAIN COMPUTATIONAL LOOP
^ If the run is a continuation of a previous run, it
M is desirable to record the initial conditions (junction
r- heads and channel velocities and flows) on Unit 10. This
^ will be done if variable IWRTE = 0. Normally, however,
P, these parameters need not be stored.
u» The program follows the algorithm described in section
^ Section 1.3.2. Channel velocities,flows, and cross-sectional
areas and junction heads are computed for one-half of a time
step. These half-step values are then used to compute the
™* full-step values.
-------
49
The channel velocities are then checked for reasonableness.
If a channel velocity exceeds 20 fps, computational
instability is indicated and execution is terminated.
The current cycle number (ICYC), junction heads (Y(J)),
and channel velocities (V(N)) and flows (Q(N)) are stored
on Unit 10 if the current cycle is greater than or equal
to a specified value (ITAPE).
A check is made to determine whether the predictions
for the current cycle are to be printed, If so, then the
next print cycle is set and printout is obtained for the
specified junctions. Printout will always be obtained
for the last cycle of the run.
A check is made to determine whether or not Subroutine
RESTRT should be called (see Section 2.2.3 for a description
of RESTRT). If the current cycle is a specified restart
cycle (PUNCYC), then Subroutine RESTRT is called.
STEP 8 - EXIT MAIN LOOP AND CHECK FOR HYDEX
Following the completion of the specified number of
computation cycles, a check is made to determine whether or
not Subroutine HYDEX is to be called (see Section 2.2.2 for
a description of HYDEX). If HYDEXT = 1, Subroutine HYDEX
is called.
2.2.2 SUBROUTINE HYDEX
As discussed earlier, the quality program time step
is usually much longer than a hydraulic time step. The time
interval used by the quality program must be a whole multiple
(NODYN) of the hydraulic time step and evenly divisible
into the tidal period. For example, given a tidal period of
12.5 hours, a hydraulic time step of 1.5 minutes, and a quality
time step of 30 minutes, NODYN would be specified as 20.
HYDEX is a subroutine which summarizes (averages) the output
stored on Unit 10 for NODYN hydraulic cycles and permanently
-------
- 50 -
stores these values on Unit 4 (magnetic tape or disk)
for use as input to the quality model .
In addition to summarizing the inter - tidal values of channel
velocities and flows and junction heads, HYDEX also determines
(1) the minimum and maximum flows, velocities, and cross-sectional
areas of channels, (2) minimum and maximum heads of junctions,
and the cycles at which they occur, (3) net flow in a channel,
(4) average cross-sectional area of a channel, (5) average
head of a junction, and (6) range of heads for a junction
over an entire tidal cycle.
Figure 2.3 is a simplified flow chart depicting the
sequence of steps for Subroutine HYDEX. A brief description
^ of the program logic is as follows:
STEP 1 - READ CONTROL DATA
r-\
Reads alphanumeric data identifying the run (ALPHA(J)fl = 41,80^
tu
and the number of hydraulic time steps per quality time step
(NODYN).
ut
STEP 2 - READ AND ALIGN INPUT TAPE
r»
^ The hydraulic summary provided by HYDEX is for a complete
tidal cycle. Therefore, it is necessary to determine the
^ hydraulic cycles at which the last full tidal cycle
begins (NSTART) and ends (NSTOP). This is necessary
rm
because, in some cases, the data stored on Unit 10 may exceed
Iri
a full tidal cycle. Because the hydraulic solution converges
"" to a dynamic steady state solution, the predictions for the
1J* last full tidal cycle are used because they are the most
"* representative of the steady state condition. Unit 10 is
*** rewound. The system data stored by the MAIN program is
r. read. Unit 10 is then aligned over cycle NSTAfiT and the
summary procedure begins.
-------
- 51 -
f READ
CONTROL DATA
1
RETURN
h STORE
:YCLEiHEAOS
ON UNIT 4
1
COMPUTE
INTER-TIDAL
PARAMETERS
HAVE
NODYN
VALUES BEEN
READ
STORE
[AVERAGE V&Q
I ON UNIT 4
FIGURE 2.3 FLOWCHART OF SUBROUTINE HYDEX
-------
- 52 -
STEP 3 - INITIALIZE SUMMARY .VARIABLES
HYDEX computes two types of summary variables. The
first group consists of parameters summarized over an entire
tidal cycle. These parameters are: net flow in a channel
(QNET(N)); minimum and maximum velocity (VMIN(N), VMAX(N))
and flow (QMlN(N)j QMAX(N)) in a channel; minimum, maximum,
and average cross-sectional areas of channels (ARMIN(N),
ARMAX(N)f AMVG(N)), and minimum, maximum, and average junction
r1
heads (YMIN(J), YMAX(J)3 YAVG(J)). The second group
u
consists of parameters summarized for discrete intervals
within the tidal cycle (i.e. inter-tidal cycle variables).
The parameters are the average flow (QEXT(N)) and velocity
(VEXT(N)) in a channel. These are the values which are
obtained by averaging the flows and velocities for NODYN
hydraulic time steps and are then stored permanently on the
-u "hydraulic extract tape" (Unit 4) for use by the quality
^ program.
^ The tidal cycle summary variables are initialized only
once. However, the inter-tidal cycle variables must be
initialized before each inter-tidal summary (i.e. after NODYN
cycles of data are read and summarized, the values of the
inter-tidal summary variables must be re-set). At the start
of every inter-tidal summary, the current hydraulic cycle
*"* number and the junction heads are stored on Unit 4.
^ STEP 4 - COMPUTE SUMMARY PARAMETERS
u Inter-tidal cycle parameters: The junction heads,
channel flows, and channel velocities for NODYN hydraulic
cycles are read from the record on Unit 10, created by the
L*
MAIN program. The heads, flows, and velocities are accumulated,
'"* averaged, and stored on Unit 4 (the "hydraulic extract tape").
"* This process is depicted in Figure 2.4.
-------
i
cycle number & junction heads
channel velocities
channel flows
NODYN = 4
I J
average channel velocities & flows
cycle number & junction heads
10
Ol
CO
FIGURE 2.4 CREATION OF THE HYDRAULIC EXTRACT TAPE
-------
- 54 -
To compute the average channel flows (QEXT(N)) and the
average channel velocities (VEXT(N)) for the inter-tidal
summary period (NODYN cycles), HYDEX does not simply
accumulate NODYN values and divide their sum by NODYN.
Instead, a more refined method of averaging is used.
Data from the last cycle of the previous summary period and
1
data from the next NODYN cycles are used, i.e. NODYN + 1
cycles of data are accumulated. However, a weight of
one-half is assigned to the data from the last cycle of
. i
the previous summary period and to the last cycle of the
1 current summary period. The accumulated sum is then divided
*J by NODYN. This technique is identical to using the
-"* trapezoidal rule to determine the area under a curve over a
^ certain interval (NODYN) and then dividing the area by the
r, interval length (NODYN) to obtain the average height along
u that interval. This technique is shown in Figure 2.5.
Tidal cycle parameters: The net flow in a channel over
i a tidal cycle is computed by averaging the accumulated
channel flows. The averaging technique is similar to the
" method used in STEP 4. The channel cross-sectional area
\M
for each cycle are computed and then accumulated over the
•""" entire tidal cycle, and averaged. Junction heads are
accumulated over the entire tidal cycle and averaged.
^ Checks are made to determine the minimum and maximum values
^ of the following parameters over the entire tidal cycle:
rm channel velocities, channel cross-sectional areas, and
•a* junction heads.
p- STEP 5 - COMPLETE WRITING HYDRAULIC EXTRACT TAPE
LJi
After the inter-tidal cycle variables for an entire
™" tidal cycle have been computed and stored on Unit 4, various
1-1 channel and junction parameters are stored at the end of the
jm hydraulic extract tape.
-------
-55 -
last
last cycle of
/period i
.
cycle of
period i-1
•
/ • v
/ ! '
>Yl !
V
Y3
Y4 \.
period i
5 0 last cycle
v period i+1
6 . /
Y7 . /
;Y8 I Y9
of
time
period i+1
NODYN = 4
Average during
period i
Average during
period i+1
Y6 + Y7 + Y8
Average during
period N
3-1
__ I
a = NSTART + NODYN-(N-l)
0 = a + NODYN
NSTART = cycle at which summaries begin
FIGURE 2.5 HYDEX AVERAGING TECHNIQUE
-------
- 56 -
STEP 6 - OUTPUT TIDAL CYCLE SUMMARY TABLES
Tables containing both the tidal and inter-tidal
summary variables are printed for the model channels and
junctions.
STEP 7 - CHECK HYDRAULIC EXTRACT TAPE
Unit 4, the hydraulic extract tape, is rewound and
read completely. The hydraulic cycles which were stored
on Unit 4 are printed along with the heads at several junctions
and the "extract" flows (i.e. the flows computed by HYDEX)
1 in several channels. .This provides a check on the data
actually stored on Unit 4.
STEP 8 - RETURN TO THE MAIN PROGRAM
«_i
2.2.3 SUBROUTINE RESTRT
«"!
ij Subroutine RESTRT has two functions. First, it stores
pertinent restart parameters on Unit 4 for use as a restart
u device in the event of premature termination of execution.
Second, it outputs a punched card deck (after the last
r*
[ computational cycle is completed) containing the channel
and junction parameters in a format which can be used as
^ an input deck. This type of output is desirable if the
run is to be extended. Figure 2.6 is a simplified flowchart
f" describing the sequence of steps for RESTRT.
iijg If the current hydraulic cycle is the last computational
r* cycle, the final channel and junction parameters are punched
L* onto a card deck. A printed summary of this data is also
given.
^ Prior to the final computational cycle, the current
channel and junction parameters are stored on Unit 4. The
r»
next restart cycle is specified by incrementing the current
cycle by INTPUN (i.e. PUNCXC = PUNCYC + INTPUN). Unit 4
™ is rewound so that if computations proceed to the next
^ restart cycle, the data already stored will be updated.
-------
- 57 -
INCREMENT
PUNCH CYCLE
STORE DATAj
ON
UNIT 3
PRINT
RESTART DATA
C RETURN J
YES
PUNCH
RESTART DECK
FIGURE 2.6 FLOWCHART OF SUBROUTINE RESTRT
-------
- 58 -
Note that Unit 4 serves a dual purpose in the hydraulic
program. If premature termination of execution occurred,
subroutine HYDEX (which also uses Unit 4) would not be called
and Unit 4 would contain the data needed to restart the run
from the last restart cycle. If execution is not terminated
prematurely, then the hydraulic conditions existing at the end
of the run would be punched onto a card deck before HYDEX
1 was called. The rewind command in HYDEX will ready Unit 4
1 for storing the hydraulic parameters used by the quality
« program.
2.2.4 DYNHYD SIGN CONVENTIONS
r»
There are two different sign conventions used in the
LJ
hydraulic model. The convention used in reference to junctions
f" describes flow into or out of a junction. Specifically,
negative values are assigned to any flow entering a junction,
r» whila positive values indicate flow leaving a junction (see
L* Figure 2.7). This convention applies regardless of the
r» source of the flow. Inflow from a waste discharge and from
LM and adjacent junction are treated in the same manner.
„„ .For channels, signs indicate the direction of flow and
— velocity. When the flow is from the end of the channel
having the lower of the two junction numbers (NJUNC(Nfl))
H»
toward the end with the higher (NJUNC(N32)), it is assigned
kM
a positive value. Flow is considered negative when travelling
™ from the end of the channel with the higher of the two
junction numbers toward the end with the lower (see Figure 2.7),
!"* The channel flows are outputted using the junction sign
— convention so that the user can see if water flows into or
•» out of a particular junction. The channel flow arid velocity
u» signs are converted to junction sign convention strictly
^ for convenience in interpreting the output. To interpret
-------
59
FIGURE 2.7 DYNHYD SIGN CONVENTIONS
-------
-60
the direction of channel flow, it is necessary to know
1 the configuration of channels and junctions, i.e. which
i junction is at each end of a channel. This information can
i be found in the Channel Data table at the beginning of the
, DYNHYD output.
J 2.2.5 INPUT REQUIREMENTS
' The input requirements for the hydraulic program can
vary tremendously, depending on the uniqueness of the conditions
"' to be simulated. In any case, the data requirements for the
" initial application of the model to a system are considerable.
PHYSICAL PARAMETERS OF THE PROTOTYPE
As discussed earlier, the channels and junctions of the
model network must be described by certain physical parameters.
Channel Parameters: Length, width, depth, surface area,
^ roughness, cross-sectional area
u Junction Parameters: head, volume
P For all runs subsequent to the initial run, the input
Li data requirements are greatly reduced. Many of the physical
parameters such as channel lengths and widths and the surface
if area of each junction remain constant during execution
and, therefore, do not vary between runs. Similarly the
r*
^ network layout and numbering systems generally remain constant.
Only if physical changes in the prototype (real or proposed)
r*
are to be modeled is it necessary to change the model
I*
netwo'rk.
^ MANNING'S ROUGHNESS COEFFICIENT
^ As mentioned earlier, the roughness coefficient
u (Manning's n} acts as a "tuning knob" for the hydraulic
model. Unfortunately, there is no exact method for defining
the value of n, and one must rely on literature values,
sound engineering judgement, and personal experience to
estimate its value.
-------
- 61 -
The value of n is highly variable and depends on the
following factors: surface roughness, vegetation, channel
irregularities in cross-section or shape, obstructions, silting
and scouring, stage, and discharge [10]. Before attempting
to estimate n, Chow [10] recommends that one attempts to
(1) understand the factors which affect the value of n so as
to narrow the range of guesswork, (2) consult the literature
for representative values, and (3) examine and become
acquainted with channels whose roughness coefficients are known.
There are some methods which have been suggested for
the computation of n. Cowan [11] has proposed an empirical
procedure which includes several of the factors that influence n.
Two other methods, based on the theoretical velocity distribution
in a rough channel, have also been proposed. The first
method uses the observed vertical velocity distribution and is
described by Boyer [12] and Langbien [13]. The second uses a
"roughness function" to determine n and is described by Einstein
and Barbarossa [14]. Davidson, et.al. [15] outline a numerical
technique which determines the best - distributed values of n
based on observed tidal heights.
When calibrating the hydraulic model, changing the
value of n in one channel will affect the upstream channels in
one way and the downstream channels in another. Increasing n
causes more energy to be dissipated in that channel. As a result,
the height of the tidal wave will decrease and the time of travel
through the channel will increase. Lowering n decreases the
resistance to flow, i.e. less energy is dissipated. This results
in a higher tidal wave and a shorter time of travel. In
general, the value of n will increase as one moves up the
estuary since channels become more constricted.
-------
-62 -
INITIAL CONDITIONS
The most demanding of these inputs are the channel
cross-sectional areas and the junction heads. The specified
t junction heads establish the water surface elevation throughout
the network and correspond to those areas. The heads throughout
\
the system are referenced to a common, horizontal datum, such
i
as mean sea level. Channel depths can usually be obtained
1 with sufficient accuracy from the soundings printed on
navigation charts published by the Coast and Geodetic
""» Survey. Unfortunately, however, these soundings are normally
"-1 representative of a mean low water condition at the point of
•r\ the sounding and are not referenced to a common datum. It
ut is therefore necessary to establish the relationship selected
^ for the model. Such relationships may be available for
4j certain points in the system, such as at tidal stage recorders
or at other points where tidal predictions are made. River
rm
1 bed profiles may also be available from which such relationships
could be determined. Once the relationships between the junction
r* heads and channel cross-sectional areas have been properly
established for a given System, they should never have to be
?* reestablished because the model program maintains the proper
^ relationship at all times during execution. It is usually
rw most expeditious to specify a constant value for each of the
I* junction heads (assumes a horizontal water surface) in preparing
^ the data for the first time and then adjust the channel depths
^ (and cross-sectional areas) accordingly. While it might be
desirable, in order to save computation time, to sepcify the
n>
initial heads at each function in such a manner that the water
sufface profile is more representative of one which actually
f»
occurs in the prototype, such an effort is probably not
UB
warranted. Unless extensive tide data is available to establish
-------
-63
the water surface elevation at many points in the system
for a given instant in time, a great deal of interpolation
between points will be required. It is doubtful whether the
execution time saved by such a procedure warrants the additional
effort involved.
A similar argument holds for the specification of the
initial velocity in each channel. Normally, data in sufficient
quantity will not be available to establish a detailed
velocity pattern for the entire system at a given instant
in time. Therefore, a constant initial velocity (such as
zero) is assumed throughout the system. Thus, for the initial
run on a new system, the total mass of water might initially
be assumed to be at rest with a horizontal water surface.
As the solution progresses it will converge to the appropriate
dynamic steady state condition wherein the head at each junction
and the velocity and flow in each channel are repeated with a
frequency equal to the period of the specified tide. Normally,
four complete tidal cycles will be sufficient to reach a
steady state condition. If relatively accurate initial
conditions are specified, fewer tidal cycles are needed.
TIDAL CONDITIONS
The tidal conditions at the seaward boundary are
described by a set of regression coefficients. These
coefficients are derived for any tidal condition by program
REGAN (see Section 2.1).
ACCRETIONS / DEPLETIONS
The accretions or depletions at each junction in the
system must by specified for each run. Although not
programmed for the version of the hydraulic model contained in
this report, it would be relatively simple to input accretions/
depletions which vary with time.
-------
- 64 -
CONTROL DATA
Control data is usually unique for each run and may
need to be respecified.
2.2.6 OUTPUT OPTIONS
i
The hydraulic program can provide three types of output:
printed output, output stored on magnetic tape or disk, or
punched output in the form of a restart deck.
Printed output: Printed output can occur in the MAIN
4
program, Subroutine HYDEX, and Subroutine RESTRT.
* In the MAIN program, printed output is controlled by
four parameters: IPRINT, INTRVL3 NOPRT, and JPET(I) ,
» where I * 1 ,NOPRT. Printout begins at cycle IPRINT and
• will occur every INTRVL cycles thereafter for NOPPT
* specified junctions. JPRT(I) identifies the numbers of the
junctions for which output is printed. The output for a
junction consists of the head at that junction and the flow
^ and velocity for each channel entering that junction.
In Subroutine HYDEX, tables summarizing the data used
to create the "hydraulic extract tape" (i.e. tables which
summarize the last full tidal cycle of data) are printed.
• The parameters printed are the (1) net flow in each channel,
"* (2) minimum and maximum junction heads and the cycle of
» their occurence, (3) the average junction head, (4) the range
• of junction heads, (5) minimum, maximum, and average
m channel velocities, (6) minimum, maximum, and average channel
c flows, and (7) minimum, maximum, and average channel cross-
sectional areas.
mt
The printout from HYDEX can be very useful when the model
is being applied to a new prototype. The net flow in a channel
r«
is helpful in determining whether or not a steady-state
I*
solution has been reached. When the solution has converged to
steady-state, the net flow in a channel should be equal to
-------
- 65 -
the algebraic sum of the flows specified above that channel.
The summaries of junction heads and channel velocities are
useful when calibrating the hydraulic model because they
can be compared to observed tidal elevations and velocities
in the prototype.
In Subroutine RESTRT, tables indicating the restart
data are printed. These tables contain the junction heads,
surface areas, inflows and the channel lengths, widths,
depths, cross-sectional areas, roughness coefficient, and
velocity existing at the restart cycle (PUNCYC).
Magnetic Tape/Disk Output: Output on Tape or Disk can be
obtained in either Subroutine RESTRT or HYDEX.
If execution should terminate prematurely, Subroutine
RESTRT will retain a record of the system conditions at the
last restart cycle (PUNCYC) on Unit 4.
If Subroutine HYDEX is called, a permanent record is
made on Unit 4 of the hydraulic parameters needed as input
for the quality program (heads, flows, and velocities).
Punched Output: Punched output occurs in Subroutine RESTRT
When Subroutine RESTRT is called, the channel and
junction parameters for the final hydraulic cycle can be
punched onto a card deck. The format of the deck is such
that it can be used as input for a different hydraulic run.
2.2.7 POTENTIAL IMPLEMENTATION DIFFICULTIES
PREMATURE TERMINATION
Before the main computation loop is entered, the hydraulic
program checks the compatability of the channel and junction
numbering systems. If any discrepancies are found, the
program will terminate.
UNSTABLE SOLUTION
Execution of the hydraulic program is terminated if the
velocity in any channel exceeds 20 fps, indicating an
-------
66
unstable (diverging) solution. This problem generally arises
most frequently during the initial applications of the model
to a new system. It can arise, however, even after many successful
1 previous applications, particularly if the hydraulic conditions
' are significantly different from any previously considered.
i An unstable solution usually results from one or more
i of the following conditions: (1) one or more inputs have
, been improperly specified (keypunching error, etc.),
tl (2) the stability criterion is violated for a certain channel
(indicating the channel length should be increased or the
time step decreased), (3) a junction surface area is not
properly represented (occurs frequently at dead end channels),
or (4) a junction volume is not properly represented (occurs
ILJ
either at dead end channels or in areas such as tidal flats
0 where the depth at low tide may be zero). Under such
0 conditions, unrealistic hydraulic gradients can be created
r» which result in excessive velocities.
c« The instability can usually be eliminated at dead end
_ channels by increasing the surface area of the end junction
It somewhat above that indicated on published maps or charts.
This tends to eliminate wave reflection caused by the abrupt
r*
• channel ending. There may be little, if any, wave reflections
in the prototype since a real channel rarely ends as abruptly
as represented by the model network.
Ui
Similarly, in areas such as tidal flfrfe, where the
^ depth at low tide may reach zero, the instability can
"* normally be corrected by increasing the depths of the peripheral
n» channels slightly. As programmed, the model does not
*•*• adjust the water surface area of a junction as the water
P. rises and falls. There is also no provision for allowing a
— junction to "run dry" (reach zero depth). However, the
model network parameters in these areas may by specified to
-------
- 67 -
compensate for these shortcomings. The channel depths and
the surface area assigned to the junctions are representative
of the mean tide level such that the junction volumes
are slightly over-represented at low tide and under-represented
at high tide.
STORAGE
For systems represented by a network with a large
number of junctions and channels, the length of the record
to be stored on Unit 10 may exceed the maximum limit for
a magnetic tape, i.e., the tape may be completely filled.
For such cases it may be necessary to reprogram the hydraulic
program and Subroutine HYDEX to accommodate two tapes rather
than one. The reprogramming effort is largely tied to the
specification of the starting and stopping points on each
tape.
-------
2.2.8. DYNHYD DATA DECK SEQUENCE
n»
r
L.
LM
r*
CARD
1
2
3
4
5
6
7
8
VARIABLE
ALPHA(J)
HEADER
NJ
NC
NCYC
DELT
TZERO
IPRINT
INTRVL
NOPRT
JPRT(l)
JPRT(2)
•
•
ITAPE
HYDEXT
PUNCYC
INTPUN
HEADER
COLUMNS
1-80
1-80
1-5
6-10
11-15
16-20
21-25
1-5
6-. 10
11-15
1-5
6-10
•
1-5
6-10
1-5
6-10
1-80
FORMAT
20A4
20A4
15
15
15
F5.0
F5.0
15
15
15
15
15
*
•
15
15
15
15
20A4
COMMENTS
2 cards - Identifies the run.
Indicates that Control Data
follows.
Repeat until NOPRT values
are read (read NOPRT/16 of
these).
Indicates that Junction Date
follows.
- 68 -
-------
-69 -
CARD
9
10
n
12
13
VARIABLE
JJ
Y(J)
AREAS (J)
QIN(J)
NCHAN(J,1)
NCHAN(J,2)
•
•
NCHAN(J,5)
HEADER
NN
CLEN(N)
B(N)
AREA(N)
R(N)
(N(N)
V(N)
NJUNC(N.l)
NJUNC(N,2)
HEADER
NK
COLUMNS
1-5
6-15
16-25
26-35
36-40
41-45
•
56-60
1-80
1-5
6-13
14-21
22-30
31-37
38-45
46-53
54-58
59-63
1-80
1-5
FORMAT
15
F10.0
F10.0
F10.0
15
15
•
•
*
15
20A4
15
F8.0
F8.0
F9.0
F7.0
F8.0
F8.0
15
15
20A4
15
COMMENTS
Read NO of these cards.
Indicates that Channel Data
follows.
Indicates that Seaward Boundary
data follows.
-------
-70 -
CARD
14A
14B
15*
16*
17*
VARIABLE
PERIOD
A 1 i 1 1
i\ j. \ j. J
Al(2)
•
Al(NK)
PERIOD
A2(l)
A2(2)
A2(NK)
HEADER
ALPHA(I)
NODYN
COLUMNS
1-10
11-20
21-30
•
•
1 - 10
11-20
21 - 30
•
1 - 80
1 - 80
1 - 5
FORMAT
no
F10.0
F10.0
•
F10.0
no
F10.0
F10.0
•
20A4
20A4
15
COMMENTS
Must be the sane period as on
HA.
Indicates that HYDEX Data
follows.
2 cards - Identifies run.
* Cards 15, 16, and 17 are
read only if Subroutine
HYDEX is called (i.e.
HYDEXT = 1).
-------
- 71 -
2.2.9 DYNHYD VARIABLE DEFINITIONS
The following pages contain definitions for the major
variables in DYNHYD. Variables are listed in alphabetical
order. Variables in italics are read from the input data
deck.
-------
I i
C 1
VARIABLE
Al(I)
AK(N)
AKT
AKT2
ALPHA (I)
ARAVG(N)
AREA (N)
AREtS(J)
AREAT(N)
ARMAX(N)
ARMIN(N)
B(N)
SUBROUTINE
MAIN
MAIN
HYDEX
MAIN
MAIN
MAIN
HYDEX
HYDEX
MAIN
HYDEX
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
HYDEX
MAIN
HYDEX
RESTRT
DEFINITION
Coefficients for tidal input (head) at seaward boundary obtained
from program REGAN. (I = 1,NK)
Frictional coefficient for channel N.
Friction?! coefficient during full step computation.
Frictional coefficient during half step computation.
Alphanumeric identifier printed as part of output. (I = 1,80)
Mean cross sectional area of channel N over full tidal cycle.
Cross sectional area of channel N. Corresponds to the head
specified at junctions at ends of the channel.
Surface area of junction J
Cross sectional area of channel N during a half time step.
Maximum cross sectional area of channel N over full tidal cycle.
Minimum cross sectional area of channel N over full tidal cycle.
Width of channel N.
TYPE
R
R
R
R
R
R
R
R
R
R
R
R
UNITS
n2
ft2
n2
ft2
n2
ft2
ft
PO
-------
VARIABLE
CLEN(N)
CN(N)
DELT
DELTQ
DELT2
DVDX
FLOW
G
HEADER
HWEXT
ICYC
SUBROUTINE
MAIN
HYDEX
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
HYDEX
MAIN
MAIN
MAIN
MAIN
MAIN
HYDEX
MAIN
MAIN
RESTRT
DEFINITION
Length of channel N.
Manning roughness coefficient for channel N.
Time interval used in solution.
Time step for the quality program (DELTQ = DELT * NODYN).
One half time step. (Equals DELT/2)
Defines velocity gradient (AU/AX) in a channel.
Discharge. Follows sign convention used for hydraulic printout.
2
Acceleration due to gravity (32.1739 ft/sec ).
Alphanumeric identifier for a subsection of the input card deck.
Control Option. If HYDEXT = 1, subroutine HYDEX is called to
create a summary hydraulic extract tape and summarize net flows.
If HYDEXT = 0, subroutine HYDEX is not called.
Cycle number (iteration) during execution of the quality program.
TYPE
R
R
R
R
R
R
R
R
R
I
I
UNITS
ft
sees
sees
sees
cfs
ft/sec2
CO
I
-------
i i i i
i C 1
C 1 C 3 £ 5
VARIABLE
ICYCTF
INTPUN
INTRVL
IPRINT
ITAPE
JPRT(I)
KTZERO
NC
NCHAN(JfK)
NCYC
NCYCC
NEXIT
SUBROUTINE
HYDEX
MAIN
RESTRT
MAIN
MAIN
MAIN
MAIN
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
RESTRT
MAIN
MAIN
HYDEX
MAIN
DEFINITION
Cycle number stored on unit 4.
Punch interval for restarting. Restart data is stored on Unit 4
at cycle PUNCYC, and at each INTPUN cycles thereafter.
Interval (in cycles) between printouts.
Printed output begins at this cycle, and each INTRVL cycles
thereafter.
Hydraulic parameters are stored on unit 10 beginning at this cycle.
Specified junctions for which printout is desired. (I = 1,NOPRT).
Variable used temporarily to compute the appropriate value for
TZERO in case of restarting
Number of channels in model network.
Channel number of the K channel entering junction J. (K = 1,.5)
Total number of time steps (cycles to be executed).
Counter for the number of hydraulic cycles.
Counter to determine compatability of channels and junctions.
If NEXIT is greater than or equal to 1, execution is terminated.
TYPE
I
I
I
I
I
I
R
I
I
I
I
I
UNITS
-------
VARIABLE
NJ
NJUNC(N3 1)
NJUNCCN, 2)
NK
NMAX(J)
NMIN(J)
NODYN
NOPRT
NS
NSTART
NSTOP
SUBROUTINE
MAIN
HYDEX
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
HYDEX
HYDEX
MAIN
MAIN
HYDEX
HYDEX
DEFINITION
Number of junctions in the model network.
Lower of the two junction numbers at the ends of channel N.
Higher of the two junction numbers at the ends of channel N.
Number of coefficients used to specify tidal input. (NK usually
equals 7).
Hydraulic cycle number at which the maximum head at junction J
occurs.
Hydraulic cycle number at which the minimum head at junction J
occurs.
Number of hydraulic time steps per quality time step.
Number of junctions for which output is desired.
NK/2. Number of Sine (and Cosine) terms in relationship defining
tidal input.
Starting cycle on the hydraulic extract tape. (Unit 4).
Ending cycle on the hydraulic extract tape. (Unit 4).
TYPE
I
I
I
I
I
I
I
I
I
I
UNITS
en
i
-------
i 1
. i
VARIABLE
PERIOD
PUNCIC
Q(N)
QEXT(N)
QIN(J)
QMAX(N)
QMIN(N)
QNET(N)
R(N)
RANGE(J)
SUMQ
T
SUBROUTINE
MAIN
HYDEX
RESTRT
MAIN
RESTRT
MAIN
HYDEX
HYDEX
MAIN
HYDEX
RESTRT
HYDEX
HYDEX
HYDEX
MAIN
HYDEX
RESTRT
HYDEX
MAIN
MAIN
DEFINITION
Period of the tidal input. PERIOD is read in as hours, but
transformed to seconds within the program.
RESTRT is called at cycle PUNCYC and every INTPUN cycles thereafter.
Flow in channel N.
Mean flow in channel N over each quality time step.
Inflow or withdraw! at junction J. Inflows must be specified as
negative numbers, while withdrawls must be positive numbers
Maximum flow in channel N over full tidal cycle.
Minimum flow in channel N over full tidal cycle.
Net flow in channel N over full tidal cycle.
Hydraulic radius of channel N, taken as the channel depth.
The tidal range at junction J. RANGE(J) = YMAX(J) - YMIN(J).
Net flow into or out of a junction.
Total elapsed time. Initialized to equal TZERO and is incremented
by DELT at the start of each time step.
TYPE
R
I
R
R
R
R
R
R
R
R
R
R
UNITS
cfs
cfs
cfs
cfs
cfs
cfs
ft.
ft.
-------
VARIABLE
T2
TZERO
TZER02
V(N)
VEL
VEXT(N)
VMAX(N)
VMIN(N)
VT(N)
W
Y(J)
YAVG(N)
SUBROUTINE
MAIN
MAIN
RESTRT
MAIN
HYDEX
RESTRT
MAIN
HYDEX
HYDEX
HYDEX
MAIN
MAIN
MAIN
HYDEX
RESTRT
HYDEX
DEFINITION
Total elapsed time for one half step computations. T2 lags T
by DELT2.
Time at which computations begin, Allows starting point to be
anywhere on tidal cycle.
Variable used temporarily to compute the appropriate value for TZERO
in case of restarting.
Mean velocity in channel N.
Velocity. Follows sign convention used for hydraulic outputs.
Mean velocity in channel N over each quality time step.
Maximum velocity in channel N over tidal cycle. If flow reversal
occurs in channel N, VMAX(N) will be the maximum positive
velocity.
Minimum velocity in channel N over tidal cycle. If flow reversal
occurs in channel N, VMIN(N) will be the maximum negative velocity
Velocity in channel N during half time step.
2iT/PERIOD
Head at junction J.
Mean head at junction J over tidal cycle.
TYPE
R
R
R
R
R
R
R
R
R
R
R
R
UNITS
fps
fps
ft.
ft.
-------
tit.
C. 2 E J
VARIABLE
YMAX(N)
YMIN(N)
YNEW(N)
YT(J)
Unit 4
Unit 5
Unit 6
Unit 8
Unit 10
SUBROUTINE
HYDEX
HYDEX
HYDEX
MAIN
HYDEX
RESTRT
MAIN
HYDEX
MAIN
HYDEX
RESTRT
RESTRT
MAIN
HYDEX
DEFINITION
Maximum head at junction J over tidal cycle.
Minimum head at junction J over tidal cycle.
New name for head at junction 0 to differentiate it from the head
at the same junction at another time step.
Head a junction J during one half time step.
Serves as restart device in case of premature termination of
execution. Otherwise, it is used as the hydraulic extract
tape, created to store data for input to the quality program.
Used for card input (card reader).
Used for printed output (printer).
Used for punched output (card punch).
Serves as a temporary record of the hydraulic solution. Pertinent
hydraulic parameters are stored for every channel and junction
for every cycle beyond ITAPE.
TYPE
R
R
R
R
UNITS
ft.
ft.
ft.
ft.
-vl
00
-------
.79 _
2.3 COMPUTER REQUIREMENTS
2.3.1 IBM JOB CONTROL LANGAUGE (JCL)
The JCL used to execute program REGAN is as follows
//JOB CARD
//EXEC FORTGCLG
//FORT.SYSIN DD *
program REGAN goes here
//GO.FT06001 DD SYSOUT=A
//GO.SYSIN DD *
data deck goes here
/*EOF
The JCL used to execute program DYNHYD is as follows
//JOB CARD
//STEP I EXEC PGM=DYNHYD
//STEPLIB DD DISP=SHR,VOL=(PR!VATE,RETAIN,SER=REGNA3),
// UNIT=3330-1,DSN=CNO_SQM.LJC.CLARKLIB
//GO.FT04201 DD DCB=(RECFM=VS,LRECL=50MLK3IZE=5040, stores
II DISP=(NEW,KEEP,KEEP),VOL=SER=USER99,UNIT=3330-1, on
// DSN=CN.EPAXYZ.ACCT.DATA.SET.NAME
or
//GO.FT04001 DD DCB=(RECFM=VS ,LRECL=50^,BLKS I ZE=50A0) , stores
// DISP=(NEW, KEEP, KEEP), VOL=SER=TAPE##,UN I T=2*»00, on
// DSN=LEOTAPE,LABEL=(##,SL,EXPDT=98000)
//DD DSN=SYS2.FTG1LINK,DISP=SHR
//GO.FT10F001 DD DSN=S£HYDTA,DCB=(RECFM=VS ,LRECL=50^,BLKS IZ
// DISP=(NEW, DELETE, DELETE) ,SPACE=(TRK, (A0,40) ) ,UN I T=SYSDA
//GO.FT08F001 DD DUMMY
//GO.FT0^F001 DD SYSOUT=A
//GO.FT05F001 DD *
data deck here
/*EOF
-------
CHAPTER 3
STRUCTURE OF THE WATER QUALITY MODEL, DYNDELA
DYNDELA is a quasi-structured program composed of a long main
program and 31 subroutines which support various sections of the
' ! MAIN. DYNDELA could not be completely structured because of its
*' FORTRAN language and because of its evolutionary history. The
,, general structure of DYNDELA (and the MAIN) is illustrated in
ii Figure 3-1. Table 3-1.A briefly described the MAIN sections.
illustrated in Figure 3-1, while Table 3.1.B groups, lists
and briefly describes the subroutines.
ill 1
A more detailed look at the program structure is provided
in Table LII-2. The function of each subsection in the MAIN
is shown in the order in which it is accomplished. In fact,
r* this table is condensed from the comment statements in the program
u itself. More detailed comments along with program logic itself
r* can be found in the listing.
L*
-------
- 80 -
2.3.2 EXECUTION TIMES
The time required to execute the hydraulic program is
dependent on the computer used, the network size, the computational
time step, and the length of the run. Typical execution times
for DYNHYD are given in Table 2.1 below. DYNHYD requires
approximately 130K of storage for execution.
n
LJ
Junctions
112
112
112
129
133
247
830
133
Channels
170
170
170
131
139
306
1050
139
Time
Step
(sees)
50
50
50
90
90
75
100
90
Length
of run
(hrs)
37.5
50.0
25.0
50.0
25
12.5
25
50
Execution
Time
(mins)
5
8
8
1.3
.8
4
12
2.4
Computer
CDC 6600
CDC 6600
IBM 360/65
IBM 370/168
IBM 370/168
CDC 6600
CDC 6600
UNIVAC 1100
TABLE 2.1 DYNHYD EXECUTION TIMES
-------
1
1
1 I
1 1
1 1
1 +
1
1
1
1
1
1
1
1
1
1
1
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
READ 1
1
AND PREPARE 1
1
INPUT DATA 1
2.0 1
+2.1 SET PROGRAM i
1 CONTROL OPTIONS 1
10UALITY INTEHACTIONSI
+2.3 SPECIFY WASTE- 1
1WATER AND [RIB LOAD 1
+2.4 SPECIFY WATER 1
10UALITY bOUNUARY C 1
+ 2.t> PRINT HYDRAULIC!
1 INPUTS 1
+ _ — — _ — ___ — — — _ — ___ +
+ 2.6 SPECIFY INITIALl
1WATER UUAL CONUITIONl
»2./ INITIALIZE VAR-1
HAbLES FOR SIMULAT'Nl
+
-------
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-------
- 84 -
WATER/PROFILt TAULES; PREPARES SUMMARY, SLACK
WATER/PROFILE, AND STATION TIME PLOTS; PREPARES
RESTART FILt
4.0 EXIT
4.1 PRINT CLOSING INFORMATION
PREPARES STATION TIME PLOTS AND CLOSING SYSTEM MESSAGES
4.2 FORMAT STATEMENTS
PROVIDES FORMATS FOR READ AND WRITE STATEMENTS IN
DYNDELA MAIN
3 t
-------
- 85 -
TABLE 3-1.B
BRItf- DESCRIPTION OK SUBROUTINES
A.NETWORK SUBROUTINES
1 RMILES
RELATES RIVER MILES WITH MODEL NODES AND PRINTS SCHEM-
ATIC OF NETWORK
8.TRANSPORT SUBROUTINES
1 LOISP
ASSIGNS LONGITUDINAL DISPERSION FACTORS TO MODEL CHANNELS
BASED ON FRESHWATER FLOW AT TRENTON
C. WASTE LOAD SUBROUTINES
1 CWASTE
INPUTS. ADJUSTS. ACCUMULATES.AND ANALYZES CONSTANT WASTE-
WATER AND TRIBUTARY LOADS
a VWASTE
INPUTS AND ANALYZES VARIABLE WASTEWATER. TRIBUTARY. AND
STORMWATER LOADS
3 WWADJ
READS IN AND PREPARES FACTORS TO ADJUST WASTEWATER LOADS
BY LOCATION AND BY TYPE (MUN, IND. TRIB. STORM)
D.DECAY SUBROUTINES
1 NORGDK
SET DEFAULT AMMONIFICATION AND ORGANIC NITROGEN SETTLING
RATES
2 NHRIF
SET DEFAULT NITRIFICATION RATES AND/OR PATTERN
3 N03DK
SET DEFAULT NITRATE UPTAKE RATES AND DENITRIFICATION
PARAMETERS
4 DENIT
CALCULATE OENITRIFICAT ION RATES AS FUNCTION OF DO AND TEMP
5 CBODOK
SET DEFAULT CARBONACEOUS DEOXYGENATION AND CBOD SETTLING
RATES
6 DOBUDG
SET DEFAULT DO BUDGET PARAMETERS, INPUT OVERRIDING PARAMETERS
CORRECT FOR TEMPERATURE AND TO INTERNAL UNITS. AND CALCULATE
INSTANTANEOUS RATES AS FUNCTIONS OF DAYLIGHT, AMBIENT DO CONC-
ENTRATION, AND LOCAL HYDRAULICS
7 NORDR
CALCULATE EFFECTS OF REACTIONS WHICH ARE SECOND ORDER AND
ABOVE
8 LINK
SET DEFAULT LINKAGES AND FUNCTIONS FOR STANDARD DO BUDGET
SIMULATION
9 RATEIN
READ IN DtCAY RATES BY EITHER MODEL NODES OR RIVER MILES
10 RXMILE
TRANSFER DECAY RATES ASSIGNED TO RIVER MILES TO APPROPRIATE
MODEL NODES
11 TEMPCR
CORRECT DECAY RATES TO AMBIENT TEMPERATURE
Id I NUN IT
CHANGE DECAY RATES FROM INPUT UNITS (I/DAY) TO INTERNAL UNITS
13 ALGUPT
SKT ALGAL UPTAKE RATES (NOT PROGRAMMED YET)
14 DECAY
PERFORM DECAY AND MASS TRANSFER OPERATIONS
E. DATA OUTPUT SUBROUTINES
-------
- 86 -
i OKTABL
PRINT APPROPRIATE TABLES OF OECAY RATES
2 (JATRF
CREATE SPECIAL OUTPUT DATA BY TRANSFORMING
MODEL PREDICTIONS THROUGH COMBINATIONS OF SUMMATIONS*
MULTIPLICATIONS. AND LOGARITHMS
3 SWTABL
SET UP SLACK WATER OUTPUT TABLES FOR REQUESTED TIME
PERIODS»AND HRINT RESULTING SLACK WATER PREDICTIONS
4 SUMARY
PRINT MINIMUM, MAXIMUM AND AVERAGE CONCENTRATIONS
PREDICTED DURING SPECIFIED TIME INTERVALS
b STATS
PRODUCE TAtiLE OF STATISTICS FOR CONCENTRATIONS AT
SPECIFIED JUNCTIONS DURING TIME PERIODS SPECIFIED FOR SUMARY
b ORDER
PLACE CONCENTRATIONS IN ASCENDING ORDER FOR STATS
7 SUMPLT
PRODUCE PROFILE PLOTS OF THE TABLES GENERATED BY SUMARY
« SWPLOT
PRODUCE PHOFILE PLOTS OF THE TABLES GENERATED 8Y
SWTABL
9 PLOTER
PRODUCE TIME HISTORY PLOTS AT SPECIFIED MODEL NODES FOR
SPECIFIED TIME INTERVALS
10 CURVE
ENTRY TO GENERALI/ED PRINTER PLOT ROUTINE (CALLS PINE,
SCALE, PPLOT)
11 PINE
CONNECT DATA POINTS ON PRINTER PLOT (NOT CALLED IN DYNOEL)
12 SCALE
SETS UP CONVENIENT AXES FOR PLOTS
13 PPLOT
PRODUCES GRAPH FOR GIVEN MODEL PREDICTIONS AND OBSERVED
DATA POINTS
-------
- 87 -
TABLE 3.2
STRUCTURE OF DYNOELA
SECTION 2.0
READ AND PREPARE INPUT DATA
PROGRAM DYNOELA
ENVIRONMENTAL PROTECTION AGENCY
DYNAMIC WATER QUALITY MODEL
1.0 «
SIMULATE DELAWARE ESTUARY WATER QUALITY «
«»«««»»««»««««««»»«««««•««««»««»««««««»««*«»»»«»«««»»«»«»»«««««««««*««««»
« SECTION 2.1 »
» SET PROGRAM CONTROL OPTIONS «
*HH> ««•{>«« OO««««»«««4««««O««4O«O«0««
a «
« o
«»«»» 2.1.1 OPEN FILES AND ARRAYS *
« »
» «
»«««» 2. 1.2 READ AND MANIPULATE HYDRAULIC AND NETWORK DATA «
» »
{> o
»»»*» 2.1.3 READ INDEPENDENT CONTROL PARAMETERS «
» «
•» «
««»«* 2.1.4 READ PRINTOUT CONTROL PARAMETERS *
-------
- 88 -
0 0
00000 2.1.5 READ PLOTTER CONTROL PARAMETERS »
« SECTION 2.2 «
» DEFINE WATER QUALITY INTERACTIONS «
000000000000000000000000000000000000000000000000000000000000000000000000
0 0
0 0
00000 2.2.1 DEFINE AND LINK QUALITY CONSTITUENTS «
0 0
0 0
00000 2.2.2 READ CONSTITUENT DECAY RATES «
0 0
0 0
00000 2.2.3 PRINT AND ADJUST DECAY RATES «
SECTION 2.3 «
SPECIFY WASTEWATER AND TRIBUTARY LOADS «
00000 2.3.1 READ FACTORS TO ADJUST INPUT LOADINGS 6Y ZONE AND TYPE «
0 0
00000 2.3.2 READ, ADJUST, AND PRINT CONSTANT INPUT LOADS *
0 0
00000 2.3.3 ANALYZE CONSTANT INPUT LOADS BY TYPE AND ZONE »
0 0
0 0
00000 2.3.4 READ AND PHINT VARYING INPUT LOADS «
0 0
0 0
00000 2.3.5 ANALYZE VARYING INPUT LOADS BY TYPE, ZONE, AND PERIOD *
0 0
» SECTION 2.4
* SPECIFY WATER QUALITY BOUNDARY CONDITIONS
0
00000 2.4.1 READ BOUNDARY CONTROL PARAMETERS
0
0
00000 2.4.2 READ AND SET SEAWARD BOUNDARY CONCENTRATIONS
0
0
00000 2.4.3 READ AND SET UPSTREAM BOUNDARY LOAD
0
0
00000 2.4.4 PRINT BOUNDARY CONDITIONS »
0 0
0 0
000000000000000000000000000000000000000000000000000000000000000000000000
« SECTION 2.5 *
« PRINT HYDRAULIC INPUTS »
t 3 t 3 t * f 5 f ,3
-------
ft
* SECTION 2.6 «
» SPECIFY INITIAL WATER QUALITY CONDITIONS «
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-------
- 90a -
« SECTION 3.4 *
* HEAD NEW TEMPERATURE AND CORRECT APPROPRIATE RATES
«»«» 3.4.1 CHECK FOR NEW TEMPERATURE
«««« 3.4.2 READ NEW PARAMETERS AND SETUP RATES
»«»»« 3.4.3 ADJUST RATES TO NEW TEMPERATURE
a
««»«« 3.4.4 PRINT UPDATED DECAY TABLE »
««»«« 3.4.5 CORRECT RATES TO INTERNAL UNITS »
a «
» SECTION 3.5
« COMPUTE DECAY AND MASS TRANSFORMATION
««««« 3.5.1 COMPUTE AMBIENT RATES
o «
0 »
3.5.2 APPLY DECAY RATES AND COMPUTE NEW MASS «
»
0
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SECTION 3.6 »
ADD WASTE DISCHARGES
o «
*«««« 3.6.1 ADD VARYING DISCHARGES (INCLUDING UPSTREAM BOUNDARY LOAD) «
« »
o »
3.6.2 ADD CONSTANT WASTEWATER LOADS «
SECTION 3.7 «
RECOMPUTE AND CHECK CONCENTRATIONS «
O «
« «
««»o» 3.7.1 UPDATE JUNCTION VOLUME AND NEW CONCENTRATIONS «
o a
ft a
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o o
« «
«»»«» 3.7.3 PREVENT UNREASONABLY HIGH CONCENTRATIONS «
a
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SECTION 3.8 «
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CHAPTER 4
PREPARATION OF INPUT DATA FOR DYNDELA
4.1 DESCRIPTION OF CARD GROUPINGS
v """"""
This chapter describes the input data required to run DYNDELA.
The data stream is divided into seven card groups, each controlled
by a different section of the program. Each card group is further
* divided into subsections, most of which correspond to a unique
' subsection of the program. An overview of the grouping is provided
in Table 4-1.
,* Card Group I provides program control information. It stipulates
the length and timing of the simulation, the parameters interfacing
the stored hydraulic and network data, and the types of printed and
iuJH
plotted output desired. Further options for later manipulation of
initial conditions and input loads are provided.
u
Card Group II provides the definition and linkage of the water
*"* quality constituents. It stipulates how the constituents interact
*•* with each other and what water quality processes they undergo.
r* Detailed kinetic information, including temperature dependence,
<-* is provided. Default values can be selected for standard D.O.
,^ Budget simulations.
^ Card Group III specifies the location and quality of constituent
loads through wastewater discharges, tributary inflows, and storm-
/».
water runoff events. To simplify waste load allocation runs,
\M
parameters can be set to selectively modify constituent loads
based on location and/or source type.
"* Card Group IV describes the seaward boundary concentrations
r*1 and the upstream boundary loads. All boundaries can vary throughout
>•* the simulation.
-------
- 92 -
Card Group V designates the initial water quality conditions.
Factors can be included to modify the initial conditions of a
constituent based on its location.
Card Group VI stipulates the advective and dispersive transport
factors to be used in the simulation. The longitudinal dispersion
factors are distributed spatially based on freshwater flow at Trenton.
The advective factors vary spatially and with tidal direction in
the salinity intrusion region. This calibrated variation has not
been hard-coded; it must be included in the input stream as in the
examples provided later.
\
Card Group VII provides new water quality information which
.becomes applicable at various time intervals into the simulation.
Each new water temperature input allows the respecification of
nitrification rates as well as all D.O. budget parameters, including
algal concentrations, photosynthesis and respiration rates, euphotic
depths, wind speeds, sediment oxygen demand rates, and reaeration
rates. New observed data for each new slack water/profile plot can
be read in throughout the simulation.
Special mention should be made concerning restart runs. At the
end of each simulation, all constant waste loads, water quality
concentrations, and advective transport factors are written onto
Unit 9. If Unit 9 has been defined properly in the job control
language (JCL), then this information is saved for later input
into a sequential run. The sequential restart runs (for KZ0P=1
on Card I.C.2) read constant waste loads, water quality concentrations,
and advective transport factors from Unit 8, which must be defined
properly in the JCL. If KZ0P=2 then only water quality concentrations
and advective transport factors are read from Unit 8, allowing new
wastewater loads to be included with Card Group III.
This alternative form of data input for restart runs will, of
course, alter the normal input of data cards. The initial cycle
-------
- 93 -
number (Card I.C.2) is not 1, but n+1, where n is the number of
cycles completed in previous runs. Consequently, variable waste
loads and boundaries should all be referenced to cycle 1 on the first
of the series. If time plots are desired, then specifications for
the present run should be referenced to cycle 1 on the first run
of the series. If time plots were saved from the previous runs
(with proper specification of Unit 11 in the JCL), then the same
plotting junctions must be specified in the original sequence for
all succeeding restart runs.
Finally, since restart runs read certain data from Unit 8,
these data must be deleted from the card input. For KZ0P=1, all
constant wastewater cards should be eliminated, since they will be
overridden by data from Unit 8. For KZ0P not equal to 0 (i.e. all
restart runs), the initial conditions and varying advections factors
must be deleted from card input. The actual cards to be eliminated
are specified in Sections, D, F, and G below.
Finally, all integer variables (those whose first letter is
I, J, K, L, M, or N) must be right-hand justified on the cards
or card images.
-------
TABLE 4-1
OVERVIEW OF CARD GROUPS
LJT
CARD
GROUP
I
I. A
l.B
l.C
I.D
I.E
II
II. A
II. B
III
III. A
III.B
III.C
IV
IV. A
IV. B
IV. C
IV. D
V
V.A
V.B
VI
VI. A
VI. B
VI. C
VII
VILA
VII. B
MAIN
CONTROL
SECTION
2.1
2.1.2
2.1.2
2.1.3
2.1.4
2.1.5
2.2
2.2.1
2.2.2
2.3
2.3.1
2.3.2
2.3.4
2.4
2.4.1
2.4.2
2.4.2
2.4.3
2.6
2.6.1
2.6.3
2.8
2.8.1
2.8.2
2.8.3
3.0
3.4.1
2
3.8.4
INPUT
DESCRIPTION
PROGRAM CONTROL OPTIONS
ALPHANUMERIC INFORMATION
HYDRAULIC AND NETWORK PARAMETERS
SIMULATION CONTROL PARAMETERS
PRINTOUT CONTROL PARAMETERS
PLOTTER CONTROL PARAMETERS
WATER QUALITY CONSTITUENT DEFINITION
CONSTITUENT SPECIFICATIONS
CONSTITUENT DECAY RATES
WASTEWATER AND TRIBUTARY LOADS
LOAD ADJUSTMENT FACTORS
CONSTANT INPUT LOADS
VARIABLE INPUT LOADS
WATER QUALITY BOUNDARY CONDITIONS
BOUNDARY CONTROL PARAMETERS
JUNCTION 1 SEAWARD BOUNDARY
JUNCTION 2 SEAWARD BOUNDARY
UPSTREAM JUNCTION BOUNDARY
INITIAL WATER QUALITY CONDITIONS
INITIAL CONCENTRATIONS
ADJUSTMENT FACTORS
TRANSPORT FACTORS
CONSTANT TRANSPORT FACTORS
VARYING ADVECTION FACTORS
VARYING LONGITUDINAL DISPERSION FACTORS
TIME VARYING INFORMATION
NEW WATER TEMPERATURE
NEW WATER QUALITY PARAMETERS
NEW OBSERVED DATA
- 94 -
-------
4.2 CARD GROUP I
PROGRAM CONTROL
TABLE
CARDS IN
4-2
GROUP
CARDS
DESCRIPTION
I.
A.I
B.I
B.2
B.3
C.I
C.2
C.3
C.4
C.5
C.6
C.7
D.I
D.2
D.3
D.4
D.5
D.b
D.7
D.8
D.9
D.10
D.ll
D.12
D.13
D. 14
D.lb
D.16
E.I
E.2
E.3
E.4
E.5
E.6
E.7
E.8
SECTION HEADER
ALPHANUMERIC INFORMATION
SUBSECTION HEADER
HYDRAULIC AND NETWORK PARAMETERS
TIDAL BOUNDARY PARAMETERS
SUBSECTION HEADER
SIMULATION CONTROL
CLOCK TIME
CONTROL FOR ADJUSTMENT OF
CONTROL FOR ADJUSTMENT OF
CONTROL FOP ADJUSTMENT OF
VARYING WASTE LOAD CONTROL
SUBSECTION HEADER
PRINTOUT SUPPRESSION
RESTART FILE CONTROL
CARD GROUP HEADER
SUMMARY 1 CONTROL
SUMMARY 1 TABLES
SUMMARY 2 CONTROL
SUMMARY 2 TABLES
JUNCTION STATISTICS CONTROL
JUNCTIONS FOP STATISTICS
CARD GROUP HEADER
SLACK WATER/PROFILE OUTPUT
SNAPSHOT JUNCTIONS
OUTPUT TRANSFORMATION-ADDITION
OUTPUT TRANSFORMATION-MULTIPLICATION
OUTPUT TRANSFORMATION-LOGARITHMS
SUBSECTION HEADER
PLOTTER CONTROL
STATION TIME PLOT INFORMATION
PROFILE PLOT CONTROL
HEADER FOR OBSERVED DATA
RIVER MILES FOR OBSERVED DATA
HEADER FOR TRANSECT POSITIONS
OBSERVED DATA
INITIAL CONDITIONS
INPUT LOADS BY TYPE
INPUT LOADS BY REACH
- 95 -
-------
CAEU& CUL1UUL&
VARIABLES IN CARD GROUP I
1.
c*
•i_*
r*
Ut
A. 1,2
B.I
B.2
r*
Ul
f%
Ul
1-80 ALPHA(I)
1-80
1-80
1-5
b-10
11-15
16-20
21-25
26-30
31-35
ALPHA(I)
HEADER
NJ
MC
NSTART
NSTQP
NODYN
MZ1
NZ2
SECTION HEADER
Alphanumeric identifier for section.
Printed as section heading in output
(1=1,20).
ALPHANUMERIC INFORMATION
Alphanumeric identifiers for quality
run. Printed in output (1=41-60,61-80)
SUBSECTION HEADER
Alphanumeric identifier for subsection
of card deck:
HYDRAULIC AND NETWORK PARAMETERS
Total number of junctions in network.
Identical to NJ in program DYNHYD
Total number of channels in network.
Identical to NC in program DYNHYD.
Cycle number from hydraulic solution
which is the initial cycle on the
hydraulic extract input tape 4,
Identical to NSTART in Subroutine
HYDEX of program DYNHYD
Cycle number from hydraulic solution
which is the final cycle on the
hydraulic extract tape 4. Identical to
NSTOP in HYDEX
Number of hydraulic time steps per
quality time step. Identical to
NODYN in HYDEX
The first zone in the network, used
for averaging wastewater information.
The last zone in the network.
- 96 -
-------
CAHUS CQLUtlMS iiAEIAELE
36-40 NMODE
B.3
1-45
46-50 NSFLD
51-55 NSEBB
56-60 NDURFL
61-65 NENDE
C.I
1-80 HEADER
Network mode used:
NMODE=1 (one-dimensional network)
or NMODfc]=2 (two-dimensional network).
TIDAL BOUNDARY PARAMETERS
Comments
The value of NTAG at the start of
flood tide at the main seaward boundary
(N.TAG is a counter, in quality time
steps, which repeats every tidal cycle,
relating quality solution to extracted
hydraulic solution)
The value of NTAG at the start of ebb
tide at the main seaward boundary.
The duration of flood tide in quality
cycles
The value of NTAG at the end of ebb tide
at the main seaward boundary.
SUBSECTION HEADER
Alphanumeric identifier for subsection
of card deck.
C.2
1-5
NRSTRT
6-10 INCYC
11-15 NQCYC
16-20 KZOP
SIMULATION CONTROL
Cycle number on input tape 3 (hydraulic
extract tape) at which quality run is to
begin (NSTART <= NRSTRT <= NSTOP).
Initial quality cycle number. For first
run of a series INCYC should equal 1.
For continuation or restart runs, INCYC
should equal x+1 where x equals the
number of cycles completed previously.
Total number of quality cycles to be
completed. NQCYC must include all
cycles previously completed, i.e.,
NQCYC equals INCYC plus the additional
cycles to be completed in the current
run.
Control option for restart runs;
KZOP = 0 for independent runs or the
first run of a series; KZOP = 1 for restart
- 97 -
-------
CARUS CQLUlUUi £&£l&aLE UAML
21-25
KDCOP
26-30
NTAG
C.3
runs where constant waste loads, initial
conditions, and transport factors are read
from unit 8 (which was written at the close
of the previous run in the series); KZOP = 2
for restart runs where new constant waste
loads are read in from unit 5; initial
conditions and transport factors are read
from unit 8.
Control option for handling of depletion
corrections. Negative mass in a junction
resulting from decay is always corrected
up to 0. If the decay is accompanied by a
mass transfer (Card 11.A.5), then KDCOP
should be set to 3; this will track the extr
mass introduced during depletion corrections
and subtract it from the junction whenever
possible, when decay is not accompanied by
mass transfer, KDCOP should be set equal to
2 or 1, to suppress depletion warnings, or r
Counter which is reset to zero at the
completion of each full tidal cycle.
NTAG varies between zero and NSPEC where
NSPEC is the number of quality cycles
per tidal cycle.
CLOCK TIME
1-45
46-50
CTIME1
Comments
Time of day at the beginning of the
simulation; 0.0 = midnight, 6.5 =
6:30 am, 22.0 = 10:00 pm, etc.
51-55
56-60
C.4
C.5
1-45
46-50
51-55
56-60
61-65
66-70
TSRISE
TSSET
NGROUP(l)
NGROUPC2)
NGROUP(3)
NGPOUP(4)
NGROUP(5)
Time of day sunrise occurs.
Time of day sunset occurs.
CONTROL FOR ADJUSTMENT OF INITIAL
CONDITIONS
Comments
The number of groups of junction
numbers or river miles (up to
30) for which it is desired
to increment the initial
concentrations of constituent
I; if groups are to be read in by
river mile, then NGROUP(I) = 100 +
the number of desired groups.
CONTROL FOR ADJUSTMENT OF INPUT
LOADS BY TYPE
- 98 -
-------
CASUS
kAME
1-45
46-50
51-55
56-60
61-65
LGROUPU )
LGROUPC2)
LGPQUPC3)
LGRQUP(4)
Comments
Switch designating whether or
not discharges of type I are
to be incremented by the
factors controlled by MGROUP(I).
LGROUP(J) = 1 or 0 means discharge
type 1 will be incremented, or not,
1=1 (municipal), 2 (industrial),
3 (tributory), or 4 (storm runoff)
C.6
C.7
1-45
46-50
bl-55
56-60
61-65
66-70
1-45
46-50
51-55
56-60
61-65
66-70
MGROUP(l)
MGROUP(2)
MGPOUPCJ)
MGROUP(4)
MGROUP(5)
NJVDIS
ISAN
ISIN
ININ
IRUN
CONTROL FOR ADJUSTMENT OF
INPUT LOADS BY PEACH
COMMENTS
The number of groups of
junction numbers or river miles
(up to 30) tor which it is
desired to increment the
input loads of constituent I;
if groups are to be read in by
river mile, then MGRQUP(I)=100+
the number of desired groups.
VARYING WASTE LOAD CONTROL
Comments
The number of varying discharges
for which information will be
furnished in Section 3.
Quality cycle at which the
first variable waste summary
period begins
Length of variable waste summary
periods, in quality time steps.
Number of variable waste
summary periods to be analyzed
and presented in tabular form
Flag to halt the simulation
after the variable waste summary
section is completed; if IRUN > 0 the
simulation is stopped.
- 99 -
-------
CAEUS COLUMN
NAME ULSCEJLElIQti
D.I
1-80
HKADER
SUBSECTION HEADER
Alphanumeric identifier for
subsection of card deck
D.2
1-5
6-10
11-15
16-20
21-25
26-30
31-35
36-40
41-45
KDELP1
KDELP2
KDELP3
KDELPC
KDELP4
KDELP5
KDELP6
KDELP8
KDELP9
PRINTOUT SUPPRESSION
Flags to suppress
printout of data from the
various sections;
Program control information
Table of decay rates at ambient temp
Constant wastewater input data
Constant and variable wastewater input
summary tables
hater quality boundary conditions
Hydraulic input data
Adjustment factors for initial conditions
Table of transport factors
Constituent mass and depleted mass, compute'
each time the restart file is written.
r*. D . 3
1-45
46-50 IWRITE
51-55 MSPEC
RESTART FILE CONTROL
Comments
Cycle number at which quality
data is stored on restart file
for first time.
Interval, in quality cycles (time steps)
between each storage of data on the
restart file. Data is updated on the
restart file at cycles IWRITE •«• n * MSPEC,
where n is a positive integer.
D.4
1-80
HEADER
CARD GROUP HEADER
Alphanumeric identifier for output
- 100 -
-------
CARUS CQLU&US 1L&B1&ELE btA&fc
summary card group.
D.5
D.6
1-45
46-50 NSUM1
1-5 IPRTKN)
6-10 LPRTl(N)
11-15 IPLTKN)
16-20 ISTATHN)
SUMMARY 1 CONTROL
Comments
Number of summary output tables
produced by summary 1 subsections.
SUMMARY 1 TABLES
First cycle in Summary 1 Table N.
Last cycle in Summary 1 Table N.
Flag to control plotting of
Summary 1 Table N; 1 = plot Table N;
0 = do not plot Table N.
Flag to control statistical analysis
for specified junctions during period
covered by Summary 1 Table N. 1 =
perform statistical analysis; 0 =
do not perform statistical analysis.
Card D.6 is repeated NSUM1 times Csee Card D.5),
N = 1,2,..., NSUMl (10 maximum).
D.7
1-45
46-50 NSUM2
SUMMARY 2 CONTROL
Comments
Number of summary output tables
produced by SUMMARY 2 subsections
D.8
1-5
IPRT2CN)
SUMMARY 2 TABLES
First cycle in Summary 2 Table N.
6-10 LPRT2CN)
Last cycle in Summary 2 Table N.
11-15 IPLT2CN)
Flag to control plotting of Summary
2 Table N; 1 = plot Table N; 2 = do
not plot Table N.
- 101 -
-------
CAEUS CQLUa&& ii.Afi.UaLE NAME
16-20 ISTAT2CN)
Flag to control statistical analysis
for specified functions during period
covered by Summary 2 Table N. 1 =
perform statistical analysis; 0 =
do not perform statistical analysis.
Card D.8 is repeated NSUM2 times (see Card D.7),
N = 1,2,..., NSUM2UO maximum).
D.9
D.10
ft
1-45
46-50
51-55
56-60
61-65
66-70
71-75
1-5
6-10
li-15
NJSTAT
ISTAT(l)
ISTATC2)
ISTATC3)
ISTATC4)
ISTAT(S)
JUNCSTC1)
JUNCSTC2)
JUNCSTC3)
JUNCTION STATISTICS CONTROL.
Comments
Number of junctions for which
statistical analyses are desired.
Flags designating whether to perform
statistical analysis on constituent 1.
ISTAT(l) = 1,0 to perform statistics, or not
JUNCTIONS FOR STATISTICS
Junctions for which statistical
analyses are desired.
Up to 50 junctions can be listed.
76-80
JUNCSTU6)
u*
1-5 JUNCST(NJSTAT)
Card D.10 is deleted if NJSTAT (Card D.9) equals 0;
for NJSTAT from l to 16, Card D.10 is read once; for
NJSTAT from 17 to 32, Card D.10 is read twice; for
NJSTAT from 33 to 48, Card D.10 is read three times;
and for NJSTAT of 49 or 50, Card D.10 is read four times.
D.ll
D.12
1-80
1-5
HEADER
NPC(I)
CARD GROUP HEADER
Alphanumeric identifier for slack
water output card group.
SLACK WATER/PROFILE OUTPUT
Cycle number at which a slack water output be9"
- 102 -
-------
CQLUfiUlS JLABlAaLL filAML QE.SCHlEXJ.Qlii
6-10
11-15
NOPPT(I)
KSL(I)
16-20 KTABIE(I)
If specifying a slack water table,
NPC(I) should correspond to either
high or low water slack conditions at
the seaward boundary of the model. For
high slack, NPC(I) should equal
NSEBB-NTAG in* fcSPEC, where n is
a positive integer; for low slack, NPC(I)
should equal NSFLD - NTAG * n * NSPEC.
The number of junctions to be included
in a snapshot table (maximum=30)
Slack water specifications: for
KSL(I)=1, table will be high slack;
for KSL(1) = 3, table will be low slack/-
for KSLCD=0, a snapshot table will
be produced.
Parameter specifying plotting
control information for table I:
KTABLE(I) = 0: table I is not
plotted; KTABLE (I) = 2: table I
is plotted; KTABLECI) = 3: constituents
1-4 from table I are plotted, while
constituent 5 is saved to be plotted
as an overlay with constituent 5 in
table 1+1; KTABLE(I)=4: constituent 5
from tables I and l-l are plotted
together (KTABLE(I-l) must be 3).
D.13
1-5
6-10
JPRT(I,1)
JPRT(I,2)
SNAPSHOT JUNCTIONS
Junction numbers to be included
in snapshot table I. This card is
deleted for slack water tables (where
NOPHT(I)=0). Up to 30 junctions
may be specified, taking up to three
consecutive cards.
66-70 JPRT(I,NORPTCD)
Cards D.12 and D.13 are repeated for as many tables
as are desired. This section is ended with a card
containing blanks in columns 1 through 20 with
optional comments in columns 21-80.
D.14
1-45
OUTPUT TRANSFORMATION-ADDITION
comments
- 103 -
-------
CAED.S CQLUiltlS.
46-50
IADDTRU)
51-55
56-60
61-65
66-70
71-75
76-80
IADDTRC2)
IADOPC1)
IADOPC2)
IADOPC3)
IADOPC4)
IADOPC5)
D.15
Number designating a special output
constituent created by the addition
transformation option. This new
constituent is created for output
only by adding together the
concentrations of designated
constituent numbers.
A second constituent number for the
output constituent IADDTRC1).
Flags designating whether to include
the concentration of constituent I in
the summation creating the special
output constituent lADDTP(l). If
lADOP(I) = 1, constituent I is included
in the summation; if lADOP(I) = 0,
constituent I is excluded (constituents
I can represent either original model
constituents or special output constituent
from earlier multiplication and/or
logarithm transformation steps.)
OUTPUT TRANSFORMATION-MULTIPLICATION
1-45
46-50 MLTTRF
51-55
56-60
61-65
66-70
71-75
D.16
DMULT(l)
DVULTC2)
DMULTC3)
DMULTC4)
DMULTC5)
1-45
comments
Sequence number for transforming data
by multiplication. If MLTTRF = 0, this
transformation option is not used. if
MLTTPF = 2, data is transformed by
either the addition or the logarithm
option before being transformed by
multiplication.
Factors which multiply the concentration
of constituent I to create special
output constituent (constituents I can
represent either original model
constituents or special output constitu-
ents from earlier addition and/or logarith
transformation steps.)
OUTPUT TRANSFORMATION-LOGARITHMS
comments
46-50 LOGTRF
Sequence number for transforming data
by taking logarithms (base 10). If LOGTRF
= 0, this transformation option is not use
If LOGTRF = 3, data is transformed by the
- 104 -
-------
CAEQS CQLUMUS ii.4Elfi.ELE
QLSCfilEX.LQ.fcL
51-55
56-60
61-65
66-70
71-75
LOGOP(l)
LGGOPC2)
LOGOPC3)
LOGOPC4)
LOGOP(S)
addition and the multiplication options
before this step.
Flags designating whether to take the
logarithm (base 10) of constituent I to
create special output constituent (constitu-
ents I can represent either original model
constituents or special output constituents
from earlier addition and/or multiplication
transformation steps). LOGOP = i: take log;
= 0: do not take log.
E.I
E.2
1-80
1-5
6-10
11-15
21-25
26-30
31-35
36-40
41-45
46-50
51-55
56-60
61-65
66-70
HEADER
NGCYC
MGCYC
NDATA
16-20 NDACYC
KPLOP
GMAX(l)
GMIN(l)
GMAXC2)
GMIN(2)
GMAX(3)
GMINC3)
GMAXC4)
GMIN(4)
GMAXC5)
SUBSECTION HEADER
Alphanumeric identifier for subsection
of card deck.
PLOTTER CONTROL
Number of station time plots to be
produced (maximum = 20)
Flag designating whether to produce
profile plots of slackwater and
snapshot tables. If MGCYC = 1, all
such tables are plotted; if MGCYC = 0,
no profile plots are produced.
Number of stations at which observed
data is to be supplied for inclusion in
profile plots (maximum = 16). If NDATA
no observed data is read in.
= 0,
Number of quality cycles (time steps)
for which observed data applies. On cycle
NDACYC + 1, new observed data is read in.
Parameter determining background grid
for plots. If KPLOP = 0, background on
plots is blank. KPLOP = 1, 2, or 3
produces high, medium, or low density
background grids.
Maximum and minimum values for
the vertical axes on plots
of constituents I.
- 105 -
-------
CAEQ& COLUMN
71-75
GMIN(5)
E.3
'L_*
1-5
21-25
31-35
36-40
41-45
46-50
51-55
NGJUNCU)
11-20 NGST(I)
NGEND(I)
26-30 NGINT(I)
NGCONCIp1)
NGCONCI,2)
NGCON(I,3)
NGCON(I,4)
NGCON(I,5)
STATION TIME PLOT INFORMATION
Junction number for station
time plot I.
Cycle number at which station
time plot I begins
Cycle number at which station
time plot I ends.
Interval in cycles between entries
on station time plot I.
Flags designating whether to plot
constituent J as part of station time
plot I. If MGCON(I,J) = 1,
constituent J is plotted; if NGCON(I,J)
= 0, constituent J is not plotted.
Card E.3 is repeated NGCYC times. If NGCVC = 0,
card E.3 is not read.
E.4
E.5
1-45
46-50
51-55
56-60
61-65
66-70
1-80
IGCF(l)
IGCFC2)
IGCFC3)
IGCFC4)
IGCF(5)
HEADER
PROFILE PLOT CONTROL
comments
Flag designating whether to plot constitue
I as part of profile and summary Plots.
If IGCF(I) = i, constituent I is
included with profile and summary plots; J
IGCF(I) = 0, constituent I is not plotted.
HEADER FOR OBSERVED DATA
Alphanumeric identifier for
observed data section of card deck.
E.6
1-5
6-10
Cards E.4 and E.5 are not read if MGCKC = 0.
RIVER MILES FOP OBSERVED DATA
RDATA(l)
RDATAC2)
River mile for observed
data at location (K = 1-16).
76-80 RDATAC16)
- 106 -
-------
CAiiUS
D.ESCKIEI1QL.
E.
1-80
HEADEH
E.8
1-5
6-10
DATA(I,J,1,L)
DATA(I,J,2,L)
76-80 DATA(I,J,16,L)
HEADER FOR TRANSECT POSITIONS
Alphanumeric identifier for transect
position of oberved data.
OBSERVED DATA
Observed data at transect position
L and longitudinal location K (third
index), for constituent J at date I.
location K here rcust correspond to
RDATA (K) on Card E.6. The index
I(=l,2,3) can stand for either three
dates or the high, average, and low
data points taken during a sampling
period.
Cards E.7 and E.8 are not read if MGCYC = 0
(signifying no profile plots). If MGCYC = 1,
but NDATA = 0 (signifying no observed data
on the profile plots), then Cards E.6, E.7 and
E.8 are not read. If MGCYC = 1, NDATA > 0, and
NMDDE = 1, then Card E.7 is read once and Card
E.8 is read 15 times (Date 1=1, constituent J
= 1-5; and Date 1=2, constituent J = 1-5; and
Date 1=3, constituent J = 1-5). L = 1, signifying
center channel data.
If MGCYC = 1, NDATA > 0, and NMODE = 2, then
the set of card E.7 and Cards E.8 (fifteen)
is read in three times, for L = l (center channel),
L = 2 (Pennsylvania side), and L = 3 (New Jersey side)
- 107 -
-------
4.3 CARD GROUP II
WATER QUALITY CONSTITUENT DEFINITION
TABLE 4-3
CARDS IN GROUP II
CARDS DESCRIPTION
II. SECTION HEADER
A.I SUBSECTION HEADER
A.2 BASIC CONSTITUENT HANDLING
A.3 CONSTITUENT IDENTIFICATION
A.4 CONSTITUENT INFORMATION
A.5 CONSTITUENT LINKAGE
A.6 FUNCTION OPERATORS
A.7 CONCENTRATION LIMITS
A.8 WATER TEMPERATURE
B.I SUBSECTION HEADER
B.2 CONSTITUENT K REACTION VARIABILITY
B.3.N.M REACTION TRACK 1 : STANDARD INPUT
B.3.1.1 CONSTITUENT K REACTION RATES BY JUNCTIONS
B.3.1.2 CONSTITUENT K REACTION RATES BY MILES
B.3.2.1 ADDITIONAL REACTION 1: VARIABILITY
B.3.2.2 ADDITIONAL REACTION l: RATES BY JUNCTIONS
B.3.2.3 ADDITIONAL REACTION 1: RATES BY MILES
B.3.3.1 ADDITIONAL REACTION 2: VARIABILITY
B.3.3.2 ADDITIONAL REACTION 2: RATES BY JUNCTIONS
6.3.3.3 ADDITIONAL REACTION 2: PATES BY MILES
B.3.4.M DISSOLVED OXYGEN BUDGET PARAMETERS
B.3.5 HIGHER ORDER REACTION KINETICS
B.3.6 DENITRIFICATION PARAMETERS
B.4.N.M REACTION TRACK 2 : DEFAULT INPUT
B.4.1.1 ORGANIC NITROGEN SETTLING VARIABILITY
B.4.1.2 ORGANIC NITROGEN SETTLING RATES BY JUNCTIONS
B.4.1.3 ORGANIC NITROGEN SETTLING RATES BY MILES
B.4.2 NITRIFICATION RATES FOR STANDARD PATTERN
B.4.3.1 CBOD SETTLING VARIABILITY
B.4.3.2 CBOD SETTLING RATES BY JUNCTIONS
B.4.3.3 CBOD SETTLING RATES BY MILES
B.4.4.M DISSOLVED OXYGEN BUDGET PARAMETERS
- 108 -
-------
TABLE 4-4
CARDS FOR DISSOLVED OXYGEN BUDGET
CARDS DESCRIPTION
B.3.4,1 REAERATION PARAMETERS
B.3.4.2 REACTION RATES BY JUNCTIONS
B.3.4.3 REACTION RATES BY MILES
B.3.4.4 WIND VARIABILITY
B.3.4.5 AVERAGE WIND SPEEDS BY JUNCTIONS
B.3.4.6 AVERAGE KIND SPEEDS BY MILES
B.3.4.7 WIND FACTOR VARIABILITY
B.3.4.8 WIND EFFECT MULTIPLICATION FACTORS BY JUNCTIONS
B.3.4.9 WIND EFFECT MULTIPLICATION FACTORS BY MILES
B.3.4.10 CONSTANT WIND EFFECT FACTORS
B.3.4.11 SEDIMENT OXYGEN DEMAND VARIABILITY
B.3.4.12 SEDIMENT OXYGEN DEMAND RATES BY JUNCTIONS
B.3.4.13 SEDIMENT OXYGEN DEMAND RATES BY MILES
B.3.4.14 SEDIMENT OXYGEN DEMAND FACTORS
B.3.4.15 PHOTOSYNTHESIS AND RESPIRATION RATE VARIABILITY
B.3.4.16 PHOTOSYNTHESIS RA'IES BY JUNCTIONS
B.3.4.17 PHOTOSYNTHESIS RATES BY MILES
B.3.4.18 RESPIRATION RATES BY JUNCTIONS
B.3.4.19 RESPIRATION RATES BY MILES
B.3.4.20 ALGAL VARIABILITY
B.3.4.21 ALGAL CONCENTRATIONS BY JUNCTIONS
B.3.4.23 EUPHOTIC DEPTH VARIABILITY
B.3.4.24 EUPHOTIC DEPTHS BY JUNCTION
B.3.4.25 EUPHOTIC DEPTHS BY MILES
- 109 -
-------
CAEliS CQLUttfcS
tiAMfc. CtESCRlEIiQli
VARIABLES IN CARD GROUP II
II.
A.I
A.2
1-80
1-80
1-45
46-50
51-55
ALPHA(I)
HEADER
NUMCON
NOPT
SECTION HEADER
Alphanumeric identifier tor section.
Printed as section heading in output
(1=1,20).
SUBSECTION HEADER
Alphanumeric identifier for
subsection of card deck.
BASIC CONSTITUENT HANDLING
Comments
Number of quality constituents, up
to five. If NUMCON=0, the standard
DO Budget default parameters are set
up, and NUMCON is set equal to 5.
Parameter controlling the duplication
of the initial concentrations and
constant input loads for certain
constituents.
NOPT=0
NOPT=1
NOPT=2
NOPT=3
NOPT=4
NOPT=5
NOPT=6
No duplication
Constituents 2-NUMCON = 1
Constituents 3-NUMCON = 2
Constituents 4-NUMCON = 3
Constituents 5=4
Constituents 3,4 = 5
Constituents 1-NUMCON = 4
56-60 NSSAT
61-65 NITROP
Flag controlling supersaturation.
If NSSAT = 1, supersaturation is allowed;
if NSSAT=2, supersaturation is prevented.
parameter controlling nitrification
options:
- 110 -
-------
CULUttfiLS JUBIAliLE
A.3
1-80
ALPHA(I)
NITPOP OPTION
0 Read in nitrification rates
and pattern.
1 Standard nitrification rates
and pattern.
2 Standard nitrification pattern
read in rates.
3 High nitrification rates in
standard pattern.
CONSTITUENT IDENTIFICATION
Alphanumeric identifier, one card for
each constituent (I=121-NALPHA, where
NALPHA = NUMCON * 20). These are printed
in output table headings, centered on page
if centered on card.
Card A.3 is repeated NUMCON times.
A.4
1-5
6-10
11-15
16-20
21-25
26-30
46-50
NCONSC1)
NCONSC2)
NCONSC3)
NCONSC4)
NCONSCb)
NCHLO
31-35 NAMM
36-40 NPHO
41-45 NAD1
NAD2
51-55 NDO
56-60 NN03
CONSTITUENT INFORMATION
Flags specifying whether constituent
K decays. If NCONSCK) = 0, constituent
K is conservative? if NCONSCK) > 0,
constituent K decays.
Constituent number for algae(if needed).
Constituent number for ammonia(if needed).
Constituent number for phosphorusCif needed),
Constituent number to which additional decay
rate 1 applies.
Constituent number to which additional
decay rate 2 applies.
Constituent number for DO (if needed).
Constituent number for nitrate (if needed).
- Ill -
-------
CAHU& CQLU.M&L&
Card A.4 is deleted if NUMCON = 0
A.5
1-5
6-10
11-15
lb-20
21-25
CQ(1,K)
CO(2,K)
CQ(3,K)
CO(4,K)
CQC5,K)
CONSTITUENT LINKAGE
Constituent coefficient for
the transfer of mass from
constituent I (first subscript) to
constituent K. tahen x mg/l
of constituent I decays,
x * CO(I,K) mg/l is added
to constituent K.
Card A.5 is repeated NUMCON times. If NUMCON
= 0, card A.5 is deleted.
-* A. 6
FUNC(I,K)
1-5
6-10
11-15
16-20
21-25
26-30
31-35
36-40
41-45
46-50
FUNC(1,K)
FUNC(2,K)
FUNC(3,K)
FUNC(4,K)
FUNC(5,K)
FUNC(6,K)
FUNC(7,K)
FUNC(8,K)
FUNC(9,K)
FUNC(10,K)
FUNCTION OPERATORS
Coefficient linking various
process functions (I) to
constituent K. If FUNC(I,K) not =
0, then constituent K undergoes
process I with a conversion coefficient
numerically egual to FUNCd/K).
Reaeration
Sediment oxygen demand
Photosynthesis tied to modeled algae
Respiration tied to modeled algae
Photosynthesis tied to input algal
concentration.
Respiration tied to input algal concentratioi
Second order kenitics (or higher)
Uptake of ammonia by algae
Uptake of Phosphorus by algae
Additional decay 1
- 112 -
-------
CABQS COLUMN
bLAHE
51-55 FUNC(11,K)
56-60 FUNC(12,K)
Additional decay 2
Denitrification
Card A.6 is repeated NUMCON tirres.
If NUMCON = 0, card is deleted
A.7
1-10
11-20
21-30
31-40
41-50
CLIMITC1)
CLIMIK2)
CLIMIT(3)
CLIMIT(4)
CLIMITC5)
CONCENTRATION LIMITS
Concentration limit for
Constituent K. Run is aborted
If concentration K exceeds
CLIKIT(K).
Card A.7 is deleted if NUMCON = 0
A.8
1-45
TEMPERA1URE
Comments
46-50 NTCYC1
51-55 NTCYC2
56-60 TEMP
First quality time cycle for which
current water temperature applies.
Last quality time cycle for which
current water temperature applies.
After this cycle, new temperature
and DO budget information are read in,
Current water temperature, degrees C.
B.I
SUBSECTION HEADER
1-80 HEADER
Alphanumeric identifier for subsection of
of card deck.
The following set of cards (from B.2 to the end of section
II) is read NUMCON times (K = 1,2,...,NUMCON)
- 113 -
-------
canines iLABiAaut: &LAME QLSCHIEXIQU
B.2 CONSTITUENT K REACTION VARIABILITY
1-45 - Comments
46-50 ND The number of discrete reaches in which
different reaction rates apply for
constituents K. if ND = 0, then default
reaction rates will be set. ( 1)
51-55 THETA(K) Temperature correction factor for
constituent K. Reaction rates are
input for 20 C, then corrected to
ambient water temperature by the
formula, RATE(T) = RATEC20) * THETA
** (TEMP - 20).
If NCQNS(K) = 0, the following cards are skipped.
If ND > 0, then cards from REACTION TRACK 1 are
read (B.3.n.m); if ND = 0, cards from REACTION
TRACK 2 are read (B.4.n.m).
The following cards comprise REACTION TRACK 1:
STANDARD INPUT
B.3.1.1 CONSTITUENT K REACTION RATES BY JUNCTIONS
1-10 NJF First junction in reach for which
reaction rate DECAY applies.
11-20 NJL Last junction in reach for which
reaction rate DECAY applies.
21-30 DECAY Decay rate (20 C) for constituent K
in all junctions between NJF and NJL,
If ND on Card B.2 is between 1 and 30, Card B.3.1.1
is read ND times, if ND is greater than 100, Card
-114-
-------
CAUUS CQLUfcl&lii
BLAME
R.3.1.1 is deleted.
B.3.1.2
1-10
11-20
21-30
6.3.2.1
1-45
46-50
bl-60
RM(I)
RM(II)
RXN(I)
CONSTITUENT K REACTION PATES BY MILES
First river mile at which reaction rate
RXN(i) applies.
Last river trile at which reaction rate
RXN(I) applies.
Decay rate (20 c) tor constituent K
in all junctions between RM(I) and HM(II).
If ND on Card 6.2 is between 101 and 130, Card B.3.1.2 is rea
NO - 100 times. If ND is less than 100, Card B.3.1.2 is
deleted.
If NADi (Card A.4) equals K (the current constituent number),
then cards B.3.2.1 and either b.3.2.2 or B.3.2.3 are read.
If NADI does not equal K, then these cards are deleted.
ADDITIONAL REACTION 1: VARIABILITY
Comments
ND
THETA(b)
The number of discrete reaches in which
different reaction rates apply for additional
react ion 1. ( 1)
If ND = 0, then default reaction rates will
be set.
Temperature correction factor for additional
reaction 1. ( 2)
If ND = 0, then Cards B.3.2.2 and B.3.2.3 are deleted.
If ND is between 1 and 30, then Card B.3.2.2 is read
ND times and Card B.3.2.3 is deleted, if ND is between 101
and 130, then Card B.3.2.2 is deleted and Card B.3.2.3 is
read ND - 100 times.
B.3.2.2
1-10 NJF
11-20 NJL
ADDITIONAL REACTION 1: RATES
BY JUNCTION
First junction in reach for which reaction
rate DECAY applies.
Last junction in reach for which reaction
rate DECAY applies.
- 115 -
-------
CQLUtt&S
21-30 DECAY
Decay rate (20 C) for junctions between
F^ and NJL
B.3.2.3
ADDITIONAL REACTION 1: PATES
BY MILES
1-10 RM(i)
11-20 RM(II)
21-30 RXN(I)
First river mile at which reaction rate
RXN(I) applies.
Last river mile at which reaction rate
HXN(I) applies.
Decay rate (20 C) for all junctions
between RM(I) and PM(1I).
If NAD2 (card A.4) equals K (the current constituent number)
then cards B.3.3.1 and either B.3.3.2 or B.3.3.3 are read.
If NAD2 does not equal K, then these cards are deleted.
B.3.3.1
1-45
4fa-50 ND
51-55 THETA(7)
ADDITIONAL REACTION 2: VAPIABILITY
Comments
The number of discrete reaches in
which different reaction rates apply
for additional reaction 2.
If ND = 0, then default rates for organic
nitrogen decay will be set.( 1)
Temperature correction factor for additional
reaction 2 •( 2).
v*
If ND = 0, then Cards B.3.3.2 and B.3.3.3 are deleted
If ND is between 1 and 30, then Card B.3.3.2 is read
ND times. If ND is between 101 and 130, then Card
B.3.3.3 is read ND - 100 times.
B.3.3.2
ADDITIONAL REACTION 2: RATES
BY JUNCTIONS
SAME AS B.3.2.2
- 116 -
-------
CA.BU& COUPES ii.AElfi.ELE
QESCE1E11QM
B.3.3.3
ADDITIONAL REACTION 2: FATES
BY MILES
SAME AS B.3.2.3
If NDO (card A.4) equals K (the current constituent
number), then Cards B.3.4.IP are read. If NDO does
not equal K, then these cards are deleted.
B.3.4.1
1-45
REAERATION PARAMETERS
Comments
46-50
MD
51-55
IREOXK
The number of discrete reaches in
which different reaeration rates
apply.( 1) This number is used only
if IREOXK = 3, signifying a constant
reaeration rate. If ND = 0 (and
IREOX = 3) then the constant reaeration
rates are calculated using tidally
averaged depth and current velocity
in the O'Connor Dobbins formula.
Reaeration option. For IREOXK = 0,1
or 2, the reaeration rate is computed
each quality time step using the
O'Connor-Dobbins, the CHurchill,or
the USGS formula. For IPEOXK = 3,
the reaeration rates are time
constant and either read in (for ND > 0)
or calculated internally (for ND = 0).
The temperature correction factor for
reaeration is THETA(NDO)(i.e., the
THETA read in on card B.2 for constituent
K = NDO)
If IREOXK does not = 3,
and B.3.4.3 are deleted,
1 and 30, then Card B.3,
is between 101 and 130,
ND - 100 times.
or if ND = 0, then Cards B.3.4.2
If IPEOXK = 3 and ND is between
4.2 is read ND times; if ND
then Card B.3.4.3 is read
B.3.4.2
REACTION RATES BY JUNCTIONS
SAME AS B.3.2.2
B.3.4.3
REACTION RATES BY MILES
- 117 -
-------
CAEQS CQLUatiS
DX&CEIRXJLQtiL
SAME AS B.3.2.3
B.3.4.4
1-45
46-50 ND
WIND VARIABILITY
Comments
The number of discrete reaches in
which different wind speeds apply. ( i)
If ND = 0 then zero wind speed is assumed.
If ND = 0, then Cards B.3.4.5, B.3.4.6, B.3.4.7, B.3.4.8
B.3.4.9, and B.3.4.10 are deleted. If ND is between 1
and 30, then Card B.3.4.5 is read ND times. If nd is betweer
101 and 130, then Card B.3.4.6 is read ND-100 times.
, B.3.4.5
AVERAGE WIND SPEEDS BY JUNCTIONS
SAME AS B.3.2.2
B.3.4.6
AVERAGE WIND SPEEDS BY MILES
SAME AS B.3.2.3
B.3.4.7
1-45
46-50 ND
WIND FACTOR VARIABILITY
Comments
The number of discrete reaches
in which different wind effect
multiplication factors apply.( 1)
If ND = 0, then a multiplication
factor of unity is assumed. These
factors augment or diminsh the effects
of wind speed on reaeration based
on wind direction, channel configuration,
and river bredth.
If ND = 0, then cards B.3.4.8, B.3.4.9, and B.3.4.10
are deleted. If ND is between 1 and 30, then Card B.3.4.8
is read ND times, if ND is between 101 and 130, then
Card B.3.4.9 is read ND - 100 times.
B.3.4.8
WIND EFFECT MULTIPLICATION FACTORS
BY JUNCTIONS
- 118 -
-------
CABQS CQLUiiiiS JiARIABLE LlAMfcl
SAME AS B.3.2.2
B.3.4.9
B.3.4.10
1-45
46-50 w'INDF
WIND EFFECT MULTIPLICATION FACTORS
BY MILES
SAME AS B.3.2.3
CONSTANT WIND EFFECT FACTORS
Comments
Factor relating wind speed to extra
reaeration. For every mph of wind speed above
WINDB mph, the reaeration coefficient
is increased by I/day.
51-55
WINDB
The point at which wind speed begins
influencing reaeration. Wind speeds
below WINDB mph are assumed to have
no effect on reaeration. Wind speeds
above WINDB increase reaeration by
wiNDF * (wind speed - WINDB) I/day.
B.3.4.11
1-45
46-50 ND
SEDIMENT OXYGEN DEMAND VARIABILITY
Comments
The number of discrete reaches in
which different sediment oxygen demand
rates apply.( 1) If ND = 0, then
default rates and factors apply.
If ND = 0, then Cards B.3.4.12, B.3.4.13,.and
B.3.4.14 are deleted. If ND is between 1 and 30
then Card B.3.4.12 is read ND times.
If ND is between 101 and 130, then Card B.3.4.13
is read ND - 100 times.
B.3.4.12
SEDIMENT OXYGEN DEMAND RATES
-BY JUNCTIONS
SAME AS B.3.2.2
B.3.4.13
SEDIMENT OXYGEN DEMAND RATES
BY MILES
- 119 -
-------
SAME AS B.3.2.3
8.3.4.14
1-45
46-50
51-55
56-60
THETA(IO)
SODBR
SODEXP
SEDIMENT OXYGEN DEMAND FACTORS
Comments
Temperature correction factor for
sediment oxygen demand.( 2)
The concentration of dissolved oxygen
above which SOD is not affected by DO,
Below SODBR mg/1, SOD(DO) = SOD *
(DO/SODBR) ** SODEXP.
The exponential factor relating
effective SOD to DO levels below
SODBR mg/1.
B.3.4.15
1-45
46-50
Ur
r*
Ur
51-55
NO
THET
PHOTOSYNTHESIS AND RESPIRATION
RATE VARIABILITY.
Comments
The number of discrete reaches in
which different photosynthesis and
respiration rates apply. ( 1) If
ND = 0, then default rates and
factors apply.
temperature correction factor for
photosynthesis and respiration,
used only if ND > 0. ( 2)
If ND = 0, then Cards B.3.4.16, B.3.4.17, B.3.4.18,
and B.3.4.19 are deleted. If ND is between 1 and 30,
then Cards B.3.4.16.is read ND times, and Card
B.3.4.18 is read ND times. If ND is between 101 and
130, then Card B.3.4.17 is read ND - 100 times and
Card B.3.4.19 is read ND - 100 times.
B.3.4.16
PHOTOSYNTHESIS RATES BY JUNCTIONS
SAME AS B.3.2.2
- 120
-------
CASUS COLUMNS
&LAME
B.3.4.17
PHOTOSYNTHESIS RATES BX MILLS
SAME AS B.3.2.3
B . 3 . 4 , 1 8
RESPIRATION RATES BY JUNCTIONS
SAME AS 6.3.2.2
8,3.4.19
B
B.3.4.20
1-45
46-50 ND
RESPIRATION RATES BY MILES
SAME AS B.3.2.3
ALGAL VARIABILITY
Comments
The number of discrete reaches in
which different algal concentrations
apply. ( 1) If ND = 0, then a default
background concentration of 25 ug/1
chlorophyll a applies.
If ND = 0, then Cards B.3.4.21 and B.3.4.22 are
deleted. If ND is between 1 and 30, then Card
B.3.4.21 is read ND times. If ND is between 101
and 130, then Card B.3.4.22 is read ND - 100 times
B.3.4.21
ALGAL CONCENTRATIONS BY JUNCTIONS
SAME AS B.3.2.2
B.3 4 22
ALGAL CONCENTRATIONS BY MILES
SAME AS B.3.2.3
B.3.4.23
1-45
46-50 ND
51-55 NDP
EUPHOTIC DEPTH VARIABILITY
Comments
The number of discrete reaches in
which different euphotic depths apply. ( 1)
If ND = 0, then default depths are
set based on NDP.
Flag setting default euphotic depths.
If NDP = 0, average euphotic depths
- 121 -
-------
CARDS CQLUttltS
UE.SCKIR1JLQU
are used. If NDP = 1, smaller euphotic
depths are used.
If ND = 0, then Cards B.3.4.24 and B.3.4.25 are
deleted. If ND is between 1 and 30, then Card
B.3.4.24 is read ND times. It ND is between 101
and 130, then Card B.3.4.25 is read ND - 100
times.
B.3.4.24
B.3.4.25
EUPHOTIC DEPTHS BY JUNCTION
SAME AS B.3.2.2
EUPHOTIC DEPTHS BY MILES
SAME AS B.3.2,3
B.3.5
1-45
46-50 RORDERCK)
HIGHER ORDER REACTION KINETICS
Comments
Reaction order for constituent
K (if above 1).
If FUNC(7,K) = 0, then Card B.3.5 is deleted
6.3.6
1-45
46-50 DNMAX
51-55 DNBRK
56-60 DNDQBR
61-65 DNSTRT
DENITRIFICATION PARAMETERS
Comments
The maximum denitrification rate at
20 C, achieved when the DO
concentration is zero.
The denitrification rate at 20 C,
achieved when the DO concentration
is DNDOBR mg/1
The DO concentration below which
the denitrification rate increases
rapidly as a function of DO. At DNDOBP
mg/1 and 20 C, the denitrification rate
is DNBRK I/day.
The DO concentration at which
denitrification begins. When DO
is above DNSTRT, the denitrification
- 122 -
-------
LULUiiMS ItAttlABLE fcAttt
rate is zero.
For DO concentrations between DNSTRT
and DNDOBR, the denltrification rate
increases linearly from 0 to DNbRK.
For DO concentrations between DNDOBR
and 0, the denitrification rate
increases linearly from DNBRK to DNMAX
66-70
THETDN
Temperature correction factor for
denitrifIcation. ( 2)
The following cards comprise REACTION TRACK 2:
DEFAULT INPUT
If K (the current constituent number) equals l,
then Cards B.4.1.n are read and all others are
deleted. If K = 2, then Card B.4,2 is read and
all others are deleted. If K equals 4, then Card
B.4.3.n are read and all others are deleted.
If K = 5, then Cards B.4.4.n are read and all
others are deleted.
B.4.1.1
1-45
46-50 ND
51-55 THETAC7)
ORGANIC NITROGEN SETTLING VARIABILITY
Comments
The number of discrete reaches in which
different organic nitrogen settling
rates apply. ( 1) If ND = 0, then
default setting rates are set.
Temperature correction factor for
organic nitrogen settling, used only
if ND = 0. ( 2)
If ND = 0, then Cards B.4.1.2 and B.4.1.3 are deleted.
If ND is between 1 and 30, then card B.4.1.2 is read
ND times. If ND is between 101 and 130, then Card
B.4.1.3 is read ND - 100 times.
- 123 -
-------
CULUIUL& UJLRL&&L&
U&SC&L&X1QIL
B.4.1.2
ORGANIC NITROGEN SETTLING RATES
BY JUNCTIONS
SAME AS B.3.2.2
6.4.1.3
ORGANIC NITROGEN SETTLING RATES
BY MILES
SAME AS B.3,2.2
If NITROP (Card A.2) equals 2, then Card B.4.2 is
read. If NITROP does not equal 2, then Card B.4.2
is deleted.
ui
r»
B.4.2
1-45
46-50 RNIT(l)
51-55 RNIT(2)
56-60 RNITC3)
61-65 PNITC4)
66-70 RNIT(S)
71-75 RNIT(6)
76-80 RNIT(7)
NITRIFICATION PATES FOR
STANDARD PATTERN
Comments
The following are nitrification
rates applied to general reaches
of the estuary (some reach lengths
vary with temperature).
Pate for tidal tributaries and
upper estuary between Trenton
and Fieldsboro.
Pate for growth zone between
Fieldsboro and Bristol.
Rate for uninhibited nitrification
zone from Bristol to Philadelphia
Rate for inhibited zone at Philadelphia.
Rate for regrowth zone just below
.Philadelphia.
Rate for maximum nitrification zone,
generally between Chester and Wilmington,
Rate for mature nitrification zone,
generally at or below Wilmington.
- 124 -
-------
CABUS CQLUfciJiS JiARIABLE ttAME UESCRIEllQtt
B.4.3.1
1-45
46-50 ND
51-55 THETAC6)
CBOD SETTLING VARIABILITY
Comments
The number of discrete reaches in
which different CBOD settling rates
apply. ( 1) If ND = 0, then default
setting rates are set.
Temperature correction factor for
CBOD settling, used only if ND = 0. ( 2)
If ND = 0, then Cards B.4.3.2 and B.4.3.3 are deleted.
If ND is between 1 and 30, then Card B.4.3.2 is read
ND times. If ND is between 101 and 130, then Card
B.4.3.3 is read ND - 100 times.
B.4.3.2
CBOD SETTLING HATES
BY JUNCTIONS
SAME AS B.3.2.2
B.4.3.3
CBOD SETTLING HATES
BY MILES
SAME AS B.3.2.3
(B.4.4.n)
(DO BUDGET CARDS)
Cards B.4,4.n Cn = 1 - 25) are the same as Cards B.3.4.m,
( 1.) For ND between 1 and 30, reaches are defined by
junction numbers. For ND between 101 and 130, reaches
are defined by river miles, and the number of reaches
= ND - 100.
( 2.) Reaction rates are input for 20 C, then corrected
to ambient water temperature by the formula, RATE(T)
= RATE(20) * THETA ** (TEMP - 20).
- 125 -
-------
4.4 CARD GROUP III
WASTEWATER AND TKIbUlAKX LOADS
TABLE 4-5
r, CARDS IN GROUP III
^ CARDS DESCRIPTION
r*
v^ III. SECTION HEADER
A.I SUBSECTION HEADER
,"* A.2 WASTEWATER ADJUSTMENT FACTORS BY JUNCTIONS
A.3 WASTEWATER ADJUSTMENT FACTORS BY MILES
B.I SUBSECTION HEADER
B.2 TOTAL JUNCTION DISCHARGE
B.3 INDIVIDUAL DISCHARGES
*•* B.4 UPSTREAM JUNCTION
B.5 UPSTREAM FRESH WATER INFLOW
rm C.I SUBSECTION HEADER
u, C.2 VARIABLE DISCHARGE DESCRIPTION
C.3 VARIABLE DISCHARGE INFORMATION
- 126 -
-------
CAEUS CQLUUALS iiAEIAELE
QE.SCE1EXIQLL
VARIABLES IN CARD GHOUP III
111
1-80
ALPHAU)
SECTION HEADER
Alphanumeric identifier for section
printed as section heading in output.
(I = 1-20)
A.I
1-80
HEADER
SUBSECTION HEADER
Alphanumeric identifier
of card deck.
for subsection
If MGHOUP(l) through MGROUP(NUMCON) on card I.e.6 are all
then the rest of the cards in group III.A are deleted. If
MGROUPd) is between 1 and 30, then Card III.A.2 is read
MGROUP(l)/b times (fractions are rounded up to the next
whole number). If MGROUPd) is between 101 and 130, then
Card III.A.3 is read (MGROUPd) - lOO)/5 times (fractions
rounded up). Cards III.A.2 or 3 are read in order by
constituent number I.
A.2
1-5
6-10
FACTR(I,K)
NJSTPT(1,K)
11-15 NJSTOP(I,K)
16-20 FACTR(I,K-H)
21-25 NJSTRT(I,K+1)
26-30 NJSTOP(I,K+1)
WASTEfoATER ADJUSTMENT
FACTORS BY JUNCTIONS
Multiplication factor to adjust
concentrations of constituent I in
discharges of group K - between
junction NJSTRT(I,K) and NJSTOP(I,K);
those types of discharges for which
LGROUP(type) = 0 (card I.C.5) are
not adjusted. K = i, 6, 11, 16, 21,
or 26.
The lowest junction number in the
sequence of junctions comprising
group K for constituent I.
K = 1,6,11,16,21,or 26.
The highest
sequence of
group K for
K s 1,6,11,,
Group K+l
junction number in the
junction comprising
constituent I.
..,26 .
- 127 -
-------
31-35 FACTR(I,K+2)
36-40 NJSTRT(I,K+2) Group K + 2
41-45 NJSTOP(I,K+2)
46-50 FACTR(I,K+3)
51-55 NJSTRT(I,K+3) Group K + 3
56-60 NJSTOP(l,K+3)
61-65 FACTR(I,K+4)
66-70 NJSTRTU,Kt4) Group K+4
71-75 NJSTOP(I,K+4)
A.3
1-5
6-10
FACTR(I,K)
RMSTRT(I,K)
11-15 RMSTOP(1,K)
WASTE WATER ADJUSTMENT
FACTOR BY MILES
Multiplication factor to adjust
concentrations of constituent I
in discharges of group K between
those types of discharges for which
LGROUp(type) = 0 (card I.e.5) are
not adjusted. K = 1,6,11,16,21,or,26.
The lowest river mile in the sequence
of river miles comprising group K for
constituent I. K = l,6,11,16,21,or,26.
The highest river mile in the sequence
of river miles comprising group K for
constituent I. K = l,6,11,16,21,or,26.
16-20 FACTR(I,Ktl)
21-25 RMSTRT(I,K-U)
26-30 RMSTOPCI,K+1)
Group K+l
31-35 FACTR(I,K+2)
36-40 RMSTRT(I,K+2) Group Kt2
41-45 RMSTOP(I,K+2)
46-50 FACTR(I,K+3)
51-55 RMSTRT(I,K+3) Group K+3
56-60 RMSTOP(I,K+3)
61-65 FACTR(I,K+4)
66-70 RMSTRT(I,K+4) Group K+4
71-75 RMSTOPU,K + 4)
B.I
SUBSECTION HEADER
- 128 -
-------
CAEQS CQLUMbLS
U.&.U.L
Q&SCHIEI1QM.
1-80
HEADER
Alphanumeric identifier for subsection
of card deck.
B.2
1-5 JJ
6-10 ND
11-15 NZ
TOTAL JUNCTION DISCHARGE
Junction number for discharges.
Number of discharges entering junction JJ.
River zone in which JJ is located.
If JJ is greater than zero, then Card B.3 is read ND
times, once for each individual dishcarge (subscript K).
If JJ eguais zero then Card B.3 is deleted and the
program moves on to Card B.4.
For restart runs where KZOP (Card I.e.2) equals 1, Card
8.2 is read once with JJ egual to zero. Card B.3 is deleted.
B.3
1-1
NTYPE
3-10 ALPHA(I)
12-15 ALPHAC3)
16-20 CRFC6)
21-25 CRF(l)
26-30 CRF(2)
31-35 CRFC3)
36-40 CRF(4)
41-45 CRF(5)
INDIVIDUAL DISCHARGES
Type of discharge: 1 = municipal,
2 = industrial, 3 = tributary, 4 =
storm water runnoff.
Name of discharge to be printed on
table. I = 1,2.
Type of discharge to be printed in
table (MUN,IND,etc).
Correction factor for input flow, if
input flow is in MGD, for example,
CRFC6) should be 1.55 to convert it to
CFS. For no correction, CRFC6) = l.o
Correction factors for input concentrations
for constituents 1-5. If input concentration
for constituent 4 is BOD5, for example,
crf(4) might be 1.45 to convert it to CBOD.
For no correction, CRF(I) = 1.0.
46-55 WFLO(1,K)
Input flow for discharge K. If not in CFS,
then CRF(6) must be specified so that the
- 129 -
-------
CAEUS CQLU&U& U&BI.A.&LE LLAME
product of CRK6) and WFLO(1,K) is in CFS.
56-60 wCON(l,K) Input concentrations for constituents 1(1-5
61-65 WCON(2,K) in discharge K. These are multiplied by
66-70 WCON(3,K) CRF(l) to produce the actual concentration
71-75 WCCW(4,K) used in the model.
76-80 HCON(5,K)
Card B.2 along with a set of Cards B.3 are read
for each node containing discharges. No particular
order is required. When all discharges are read,
then a final card B.2 is read with JJ = 0.
B.4 UPSTREAM JUNCTION
1-5 JJ Junction number for upstream
fresh water input to estuary.
6-10 ND Number of upstream freshwater inputs,
eguals 1.
11-15 NZ River zone designation for upstream
fresh water input, equals 1.
If JJ is greater than zero, then Card B.5 is read.
If JJ equals zero, then Card B.5 is deleted and the
program moves on to card C.I.
For restart runs where KZOP (Card I.C.2) equals 1,
Card B.4 is read once with JJ equal to zero.
Card B.5 is deleted.
B.5 UPSTREAM FRESH WATER INFLOW
SAME AS CARD B.3
Cards B.4 and B.5 provide average information
concerning the upstream freshwater inflow into
the estuary. This information is included in the
discharge summary table, but not by the model
during the simulation. The actual upstream
- 130 -
-------
conditions used are input in
Following cards B.4 and 6.5,
in aqain, witn JJ = 0.
Section 4.
Card B.4 is
read
C.I
1-80
HEADER
SUBSECTION HEADER
Alphanumeric identifier for subsection
of card deck.
If NJVDis = 0 (card I.C.7), then the remaining cards in
this section are deleted. If NJVDIS > 0, then the remaining
set of cards is read NJVDIS times, once for each different
varying discharge (subscripted J).
C.2
3-10
12-15
16-20
ALPHA(I)
ALPHAC3)
CRF(6)
VARIABLE DISCHARGE DESCRIPTION
Name of discharge to be printed in
table. 1 = 1,2.
Type of discharge to be printed in
table.
Correction factor for input flow.
This is multiplied by the input flows
to give the actual flows used by the
model. For no correction, CRF(6) = 1.0.
21-25
26-30
31-35
36-40
41-45
46-50
51-55
56-60
CRF(l)
CRF(2)
CRF(3)
CRF(4)
CPF(5)
NJVD(J)
NINCF(J)
NPERF(J)
61-65 NTYS(J)
Correction factors for input concentrations.
CRF(I) is multiplied by the input
concentrations to give the actual
concentrations used by the model.
For no correction, CRF(I) = 1.0.
The junction number at which
varying discharge J is located.
The number
assumed by
of discrete
discharge J
increments
as it varies.
The period of discharge J, in quality
cycles, to be printed in table. For
non-periodic discharge, NPERF(J)
set egual to a large number.
a
is
Type of discharge J:
2 = industrial, 3 =
1 = municipal,
tributary,
- 131 -
-------
C4BQS CULUtlliS 1UR1AALE IUME. at.SCRlEXIQfii.
66-70
NZSN(J)
4 = storm water runoff.
Piver zone in which discharge J
is located.
Card C.3 is read NINCF(J) times, once for each
discrete increment (subscribed K).
C.3
1-10 INCF(J,K)
21-30 FLO(J,K)
VARIABLE DISCHARGE INFORMATION
The length of increment K, in
quality cycles.
The input flow for discharge J
during increment K. This is multiplied
by CRFC6) (card C.2) to give the
actual flow used by the model
31-40
41-50
51-60
61-70
71-80
CON(1,J,K)
CON(2,J,K)
CON(3,J,K)
CON(4,J,K)
CON(5,J,K)
Input concentrations for discharge
J during increment K. These are
multiplied by CRF(i) (Card C.2)
to give the actual concentrations
used by the model.
- 132 -
-------
4.5 CARD GROUP IV
WATER QUALITY BOUNDARY CONDITIONS
TABLE 4-6
CARDS IN GROUP IV
CARDS DESCRIPTION
IV. SECTION HEADER
A. BOUNDARY CONDITION CONTROL
B. BOUNDARY CONCENTRATIONS AT JUNCTION 1
C. BOUNDARY CONCENTRATIONS AT JUNCTION 2
D. BOUNDARY LOAD AT UPSTREAM JUNCTION
- 133 -
-------
CAEUS CULLitiES
fiULUE Q&SCBXE11QU
IV,
1-80
VARIABLES IN CARD GROUP IV
SECTION HEADER
ALPHA(I) Alphanumeric identifier for section.
Printes as section heading in output,
(1=1- 20}
U»
3-10 ALPHA(I)
12-15 ALPHA(3)
16-20 CRF(6)
LJ>
r*
L*
21-25
26-30
31-35
36-40
41-45
CRF(l)
CRF(2)
CRF(3)
CRF(4)
CRF(5)
46-50 NSPEC
51-55
56-60
61-65
IVBC1
IVBC2
IVBC3
BOUNDARY CONDITION CONTROL
Name of upstream boundary, here
DELAWARE. (1=1,2)
Type of upstream boundary, here RIVER
Correction factor for input flow
(upstream boundary). This is multiplied
by the input flow to give the actual
flow used by the model. For no correction.
CRF(6) = 1.0.
Correction factors for input concentrations
of both upstream and seaward boundaries.
CRF(I) is multiplied by the input
concentrations to give the actual
concentrations used by the model. For no
correction, CRF(I) = 0.
The number of quality time steps per
tidal cycle.
The number of discrete increments assumed
by the concentration at boundary node 1
as it varies throughout the model run.
The number of disrete increments assumed
by the concentration at boundary node 2
as it varies throughout the model run.
The number of discrete increments assumed
by the concentration at the upstream boundai
as it varies throughout the model run.
Card B. is read IVBC1 times (subscript I)
- 134 -
-------
CAHUS CQLUMfclS UJL£IABLK HAMtl
B.
BOUNDARY CONCENTRATIONS AT JUNCTION 1
46-50 INCBC1U)
51-55
56-60
61-65
66-70
71-75
VBC1(I,2)
VBCHI,3)
VBCHI,4)
VBCHI,5)
The length of increment I, in quality
cycles, during which the concentration
of junction 1 is set at VBCHI,K), where
K = 1,5.
The concentrations of constituents 1-5
at junction 1 during increment I. These are
multiplied by CRF(K) to give the actual
concentrations used by the model (K = 1-5).
Card C. is read IVBC2 times (subscript I)
C.
1-45
46-50
INCBC2CI)
BOUNDARY CONCENTRATIONS AT JUNCTION 2
Comments
The length of increment I, in quality
cycles, during which the high slack
concentrations of junction 2 are set at
VBC2(I,K), where K = 1-5.
51-55
56-60
61-65
66-70
71-75
VBC2CI,1)
VBC2(I,2)
VBC2(I,3)
VBC2(1,4)
VBC2(I,5)
The high slack concentration of
constituents 1-5 at junction 2 during
increment 1. These are multiplied
by CRF(K) to give the actual
concentrations used by the model.
(K = 1-5)
Card D. is read IVBC3 times (subscripted K)
D.
1-45
46-50
INCF(J,K)
BOUNDARY LOAD AT UPSTREAM JUNCTION
Comments
The length of increment K, in
quality cycles during which the
freshwater flow and concentrations
at the upstream junction are set at
FLO(J,K) and CON(I,J,K), where I =
1-5. J is set internally.
- 135 -
-------
CABU& CULU^S
fcLAME
51-55 FLQ(J,K)
56-60
61-65
66-70
71-75
76-80
CONC1,J,K)
CON(2,J,K)
CON(3,J,K)
CON(4,J,K)
CON(5,J,K)
The freshwater inflow at the upstream
junction during increment K.
This is multiplied by CRK(6) to give
the actual flow used by the model.
The concentrations of constituents
1-5 in the freshwater inflow at the
upstream junction. These are multiplied
by CRF(l) to give the actual
concentrations used by the model
(1=1-5).
- 136 -
-------
4.6 CARD GROUP V
INITIAL 'WATER QUALITY CONDITIONS
TABLE 4-7
CARDS IN GROUP V
CARDS DESCRIPTION
V. SECTION HEADER
A.I INITIAL CONDITIONS
A.2 INITIAL CONDITIONS
B.I SUBSECTION HEADER
B.2 CONCENTRATION ADJUSTMENT FACTORS BY JUNCTIONS
B,3 CONCENTRATION ADJUSTMENT FACTORS BY MILES
- 137 -
-------
CAEUS CaLUUUS
UAttE
VARIABLES IN CARD GROUP V
V.
1-80
ALPHA(I)
SECTION HEADER
Alphanumeric identifier for section.
Printed as section heading in output
(1=1- 20)
If KZOP con card I.e.2) equals zero, then initial
conditions are read in section A below. If KZOP
is greater than zero, then initial conditions are
read from a restart file and section A is deleted.
A.I
r
u
1-5
6-15
16-25
26-35
36-45
46-55
JJ
INITIAL CONDITIONS
Junction number. Read as
dummy variable to check card sequence.
Initial concentration assigned to
junction 1 for constituents 1 through 5.
If JJ equals Nj (on card I.B.2), then C(J,I) is
set equal to C(1,I) for J = 2 - Nj and 1=1-5;
Card A.2 is deleted. If JJ equals 1, then Card A.2
is read NJ - l times (corresponding to junction 2
through NJ).
A.2
1.5
6-15
16-25
26-35
36-45
46-55
C(J,2)
C(J,3)
C(J,4)
C(J,5)
INITIAL CONDITIONS
Junction number. Read as
dummy variable JJ to check card
sequence.
Initial concentration assigned
to junction J for constituents
1 through 5.
- 138 -
-------
CAEU& CQLUM&L& JUELAELE
8.1
1-80
HEADER
SUBSECTION HEADER
Alphanumeric identifier for
subsection of card decic.
If NGROUP(l) through NGROUP(NUMCON)
on card I.C.4 are all 0, then the rest of
the cards in this section are deleted. For I
equals 1,2,...,NUMCON, any NGROUP(I) greater
than zero will cause adcitional cards in this
section to be read. If NGROUPCI) is between 1
and 30, then Card B.2 is read NGROUPU)/5 times
(fractions are rounded up to the next whole number).
If NGROUP(I) is between 101 and 130, then Card B.3
is read (NGROUP(I) - 100)/5 times (fractions rounded
up)
B.2
CONCENTRATION ADJUSTMENT
FACTORS BY JUNCTIONS
1-5 FACTR(I,K)
6-10 NJSTRT(I,K)
11-15 NJ5TOP(I,K)
16-20 FACTR(I,K+1)
21-25 NJSTRT(l,K+l)
26-30 NJSTOP(I,K-U)
31-35 FACTP(I,K+2)
36-40 MJSTRTU,K + 2)
41-45 NJSTOP(I,K+2)
46-50 FACTR(I,K+3)
51-55 NJSTRT(I,K+3)
56-60 NJSTOP(I,K+3)
multiplication factor to adjust initial
concentrations of constituent I for group
K, comprising junctions between NJSTRT(I,K)
and NJSTOP(1,K). K = 1,6,11,16,21 or 26.
The lowest junction number in the sequence
of junctions comprising group K for
constituent I. K = l,6,11,16,21,or 26.
The highest junction number in the
of junctions comprising group K for
constituent I. K = l,6,11,16,21,or 26.
Group Ktl
Group Kt2
Group K+3
- 139 -
-------
CARU& COULEES
D.E&CRIEX1Q&1
61-65 FACTRU,K + 4)
66-70 NJSTRT(I,K+4)
71-75 NJSTOP(I,K+4)
Group K-t-4
B.3
CONCENTRATION ADJUSTMENT
FACTOR BY MILtS
L..t
rm
i
im
r*
1-5 FACTRCI,K)
RMSTRT(I,K)
11-15 RMSTRT(I,K)
16-20 FACTR(I,Ktl)
21-25 RMSTPT(I,K+1)
26-30 RMSTOP(I,K+1)
31-35 FACTR(I,K+2)
36-40 RMSTRT(I,K+2)
41-45 RMSTOP(I,Kt2)
46-50 FACTR(I,K*3)
51-55 RMSTRT(I,K+3)
56-60 RMSTOP(I,K-»-3)
61-65 FACTP(I,Kt4)
66-70 RMSTRT(I/K+4)
71-75 RMSTQPU,K + 4)
Multiplication factor to adjust initial
concentrations of constituent I for
group K, comprising junctions between river
mile RMSTOP(1,K). K x 1,6,11,16,21,or 26.
The lowest river mile in the sequence of
river miles comprising group K for
constituent I. K = 1,6,11,16,21,or26.
The highest river mile in the sequence of
river miles comprising group K for
constituent I. K = 1,6,u,16,21,or 26.
Group K-H
Group K+2
Group K+3
Group K+4
- 140 -
-------
4.7 CARD GROUP VI
TRANSPORT FACTORS
TABLE 4-8
CARDS IN GROUP VI
CARDS DESCRIPTION
VI. SECTION HEADER
A. CONSTANT TRANSPORT FACTORS
B.I CARD GROUP HEADER
B.2 VARIABLE ADVECTIOM FACTORS
B.3 CARD GROUP HEADER
B.4 VARIABLE ADVECTION FACTORS
C. VARIABLE DISPERSION FACTORS
- 141 -
-------
COLlltttlS
VARIABLES IN CARD GROUP VI
VI.
1-80 ALPHA(I)
SECTION HEADER
Alphanumeric identification for
section. Printed as section heading
in output. (I = 1-20)
CONSTANT TRANSPORT FACTORS
1-45
46-50 KADV
Comments
Flag specifying whether advective
transport factors are constant over
the tidal cycle, or vary with flow
direction. If KADV = 1, factors are
constant over tidal cycle; if KADV = 2
factors vary between ebb and flood tide
51-55 CDIFFK
Constant for computing dispersion
coefficient in the tidal river not
affected by salinity-induced density
currents. The dispersion coefficient
equals the product of this constant,
the local hydraulic radius, and the
local ambient current velocity.
56-60 XCU
Upstream constant advection factor
for the tidal river not affected
by complex circulation patterns.
61-65 XCD
Downstream constant advection factor
for the tidal river not affected by
complex circulation patterns.
- 142 -
-------
CAEQS
JtABIAaLE EAfilE D.ESCE1E11QLI
66-70 XCEBB
Upstream constant advection factor
applied during ebb tide if KADV
equals 2. This is applied to the
tidal river not affected by complex
circulation patterns.
If KZOP (Card I.C.2) is greater than 0, then Cards
B.I, B.2, B.3, and B.4 are deleted.
B.I
1-80 HEADER
CARD GROUP HEADER
Alphanumeric identifier for card group.
B.2
1-5
VARIABLE ADVECTION FACTORS
Channel number for which new advection
factors apply.
6-15 YCU
Upstream advection factor applied
to channel N.
16-25 YCD
Downstream advection factor applied
to channel N.
Card B.2 is repeated until a value for N
greater than 999 is read.
If KADV equals 2, then Cards B.3 and B.4
are read. If KADV does not equal 2, then
Cards B.3 and B.4 are deleted, and the
program moves to Card C.
B.3
1-80 HEADER
CARD GROUP HEADER
Alphanumeric identifier for card group,
B.4
VARIABLE ADVECTION FACTORS
- 143 -
-------
CARUS
MAML
1-5
6-10
YCEBB
Channel number for which new ebb tide
upstream advection factors apply.
Upstream advection factor applied to
channel N durring ebb tide if KADV
equals 2.
• C
1-45
46-50
51-55
56-60
61-65
66-70
DIFF1
OIFF2
DIFF3
DIFF4
DIFF5
VARIABLE DISPERSION FACTORS
Comments
Constants for computing dispersion
coefficients in the salinity influenced
region of the estuary. The actual
pattern applied is based on the
freshwater flow at Trenton. Calibrated
values for these five constants are
10.0, 25.0, 50.0, 75.0, 100.0, respectively,
L*
r»
- 144 -
-------
4.8 CARD GROUP VII
TIME VARYING INFORMATION
TABLE 4-9
CARDS IN GROUP VII
CARDS DESCRIPTION
A.I NEW TEMPERATURE
A.2.1 NEW NITRIFICATION OPTION
A.2.2 NITRIFICATION RATES FOP STANDARD PATTERN
A.2.3 NITRIFICATION RATES BY MODEL JUNCTION
A.2.4 NITRIFICATION RATES BY RIVER MILE
A.3.N NEW DISSOLVED OXYGEN BUDGET RAT9ES
B.I NEW OBSERVED DATA PERIOD
B.2 HEADER FOR TRANSECT POSITION
B.3 NEW OBSERVED DATA
- 145 -
-------
LLAME
VARIABLES IN CARD GROUP VII
VII
1-80
ALPHA(I)
SECTION HEADER
Alphanumeric identifier for section.
Printed as section heading in output
(I = 1-20)
This section is repeated once for each half hour
of simulated time. Each repetition (or quality cycle)
increases the counter ICYC by 1. ICYC begins at the
value INCYC (Card I.e.2); when ICYC reaches the value
NQCYC (card I.C.2), the simulation ends.
No cards are read during most of these quality cycles.
Whenever ICYC exceeds the value NTCYC2 (initialy read
on card II.A.8), card group VII.A below is read.
Whenever ICYC exceeds the value NDACYC (initialy read
on card I.E.2)* card group VII.B below is read. Because
new values of NTCYC2 and NDACYC are included in card
groups VII.A and B, these groups can be read as often
as desired.
A.I
1-45
46-50 NTCYC1
51-55 NTCYC2
56-60 TEMP
NEW TEMPERATURE
Comments
First quality time cycle for which
new water temperature applies.
Last quality time cycle for which
new water temperature applies.
New water temperaturef degrees C.
This subsection corrects all rates to the new
temperature. In addition, new rate information
is read in for the constituents ammonia and DO
when these are included in the simulation.
- 146 -
-------
CARUS
JUE1&ELE
Cards VII.A.2.n describe new ammonia rates,
while cards VII.A.3.n describe new DO budget
rates. If the constituent number for DO is
smaller than the constituent number for
ammonia, then the DO cards are placed before the
ammonia cards.
A.2.1
1-45
46-50 NITROP
NEW NITRIFICATION OPTION
Comments
Parameter controlling nitrification
options:
NITROP
o
l
2
OPTION
Read in rates and pattern.
Standard rates and pattern.
Standard pattern; read in
rates.
High rates in standara patterr
51-55
ND
The number of discrete reaches in which
different reaction rates apply. This
is used only if NITROP =0. if ND = 0
and NITROP = 0, then NITROP Is set
egual to 1.
If NITROP = 1 or 3, then Cards A.2.2, A.2.3, and
A.2.4 are deleted. If NITROP = 2, then Card A.2.2
is read and Cards A.2.3 and A.2.4 are deleted. If
NITROP = 0, then the choice of cards to be read is
controlled by ND. For ND = 0, Cards A.2.2, A.2.3
and A.2.4 are deleted. For ND between 1 and 30,
Card A.2.3 is read ND times. For ND between 101
and 130, Card A.2.4 is read ND - 100 times.
A.2.2
1-45
NITRIFICATION RATES FOR STANDARD PATTERN
Comments
The following are nitrification rates applied
to general reaches of the estuary (some
reach lengths vary with temperature):
- 147 -
-------
LQLUHIiS
46-50 RNIT(I)
bl-55 RNIT(2)
56-60 RNIT(3)
61-65 RNIT(4)
Hate for tidal tributaries and upper
estuary between Trenton and Fieldsboro.
Pate for growth zone between Fieldsboro
and Bristol.
Fate for uninhibited nitrification zone
from Bristol to Philadelphia.
Rate for inhibited zone at Philadelphia.
66-70 RNITC5)
Rate for regrowth zone just below Philadelphia
71-75 RNIT(6)
Pate for maximum nitrification zone, generally
between Chester and Wilmington.
76-80 RN1TC7)
Rate for mature nitrification zone, generally
at or below Wilmington.
"S2.3
u
1-10 NJF
11-20 NJL
21-30 DECAY
NITRIFICATION RATES BY MODEL JUNCTION
First junction in reach for which reaction
rate DECAY applies.
Last junction in reach for which reaction
rate DECAY applies.
Nitrification rate (20 C.) in all junctions
between NJF and NJL.
2.4
NITRIFICATION RATES BY HIVER MILE
1-10 RM(I)
11-20 RM(II)
21-30 RXN(I)
First river mile at which reaction
rate RXN(I) applies.
Last river mile at which reaction
rate RXN(I) applies.
Nitrification rate (20 C) in all
junctions between RM(I) and RM(II),
- 148 -
-------
CABUfi
y.£EIAELE
(A.3.n)
(NEW DO BUDGET FATES)
Cards VII.A.3,n (n = 1-25) are the same as Cards II.B.3.4.n,
B.I
1-45
46-50
NDACYC
NEW OBSERVED DATA PERIOD
Comments
Last quality cycle for v,hich new
observed data apply. On cycle
NDACYC + 1, new observed data are
again read in.
B.2
1-80
HEADER
HEADER FOR TRANSECT POSITION
Alphanumeric identifier for transect
position of observed data.
B.3
NEW OBSERVED DATA
1-5
6-10
11-15
16-20
21-25
26-30
31-35
36-40
41-45
46-50
51-55
56-60
61-65
66-70
71-75
76-80
DATA(I11,J11,1,L)
DATAdll, J11,2,L)
DATA(I11,J11,3,L)
DATAdll, Jll, 4, L)
DATA(I11, Jll, 5, L)
DATAdll, Jll, 6, L)
DATAdll, Jll, 7, L)
DATAdll , J11,8,L)
DATAdll, Jll, 9, L)
DATAdll, Jll, 10, L)
DAT A (111, Jll, 11, L)
DATA(I11,J11,12,L)
DATAdll, Jll, 13, L)
DATAdll, Jll, 14, L)
DATAdll, Jll, 15, L)
DATAdll, Jll, 16, L)
Observed data at transect position
I and longitudinal location K (third
index), for constituent Jll at date I
Location K here must correspond to
RDATA(K) on card I.E.6. The index
111 (=1,2,3) can stand for either
three dates or the high, average,
and the low data points taken during
a sampling period.
If NMODE = 1 (card I.B.2), then Card VII.B.2 is
read once and Card VII.B.3 is read 15 times (Date
111 = 1, constituent Jll = 1-5; Date 111 = 2,
constituent Jll = 1-5; and Date 111 = 3, constituent
Jll = 1-5). L = 1, signifying center channel data.
- 149 -
-------
If NMODE = 2, then the set of Card I.B.2(ohce) and
Cards l.B.3(fifteen) is read in three times, for
L = 1 (center channel), L = 2 (Pennsylvaina side),
and L = 3 (New Jersey side).
- 150 -
-------
f-m,
\M
<•»*,
CHAPTER 5
DYNDELA MODEL APPLICATION - TEST CASES
DYNDELA was designed to be as flexible a model as possible.
The one program provides for two networks; a wide variety of
water quality interactions; several ways to input and modify waste
loads, either individually or grouped by location and type; a
mechanism for varying such environmental conditions as flow,
temperature, wind, algal levels, and benthic effects throughout
the simulation; and many output options, including waste load
analysis by zone and type, output data transformations, slack
water tables and plots, summary period tables, plots, and
descriptive statistics, and station time plots. All these options
lead to complexity in the input data. To reduce this complexity
somewhat, part of the program has been hard coded to the Delaware
Estuary. Internal coding, for example, handles such phenomena as
the variation in longitudinal dispersion patterns as a function
of freshwater flow at Trenton or the tracking of slack tide
progression in output tables and plots. Default values are
available for most of the dissolved oxygen budget interactions.
The following test cases illustrate how to specify input data
to handle many of the options available in this program. Complete
output listings for each case are given in the Appendix.
5.1 SALINITY INTRUSION
The movement of chlorides in the Delaware Estuary was a major
early component of this modeling study, as reported in AFO TR 62 [ 9 ].
Because of the location of the seaward boundary in an area of large
salinity gradients, DYNDELA is not set up for a definitive study of
the intrusion process. Rather, chloride data were used as a conservative
-------
- 152 -
tracer to calibrate and verify the advective and dispersive transport
mechanisms in the model for the hydraulically complex reaches between
Wilmington and Liston Point.
k Table 5-1 gives the input data used to simulate the observed
chloride movement between May 7 and 22, 1968. The hydraulic program
' > DYNHYD was used to generate the time varying flows and stages used
by DYNDELA. As in all of the DYNHYD simulations, the first hydraulic
, cycle began with high water at Liston Point, the seaward boundary.
t A stationary state, repetitive solution was achieved between hydraulic
cycles 150 and 300, which are specified on Card 5. The counter NTAG
relates hydraulic cycles to quality cycles as it progresses 1, 2, 3,
... , 24/0, 1, 2, ...; this sequence corresponds to hydraulic cycles
" 150, 156, 162, ... , 294, 300/150, 156, ... (for the 1-D network,
*"* with NODYN=6 on Card 5). Examination of the hydraulic solutions
/-* revealed that the values of NTAG for the start of flood tide, the
^ start of ebb tide, the duration of flood, and the end of ebb (all
4^ at Liston Point) are as given on Card 6. For convenience, most of
L* the quality simulations were initiated at high slack tide at Liston
Point. NTAG is then initialized at 4, fiorresponding to hydraulic
cycle 168. These are given on Card 8, along with the initial quality
cycle of 1 and the final quality cycle of 725.
Several output options are demonstrated between Cards 14 and 60.
Since no kinetics are involved in chloride movement, printout is
•"** deleted from Section 2.2 (KDELP2=1 on Card 15). A summary is requested
VJ- between cycles 700 and 725, along with associated plots and statistics
"* (Cards 18 and 19). The junctions and constituents to be described by
•.* statistics are given on Cards 21 and 22. Four slack water tables are
requested (Cards 24 - 28); the plots of constituent 5 from the low
— slack tables (KSLACK=3) will be overlaid on the plots of constituent
5 from the high slack tables (KSLACK=1). This is achieved by specifying
KTABLE's of 3 and 4 successive slack water output cards.
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- 158 -
Since no constituent 5 will actually be simulated, a special output
constituent 5 is created by Card 29 from the sum of constituent 1
and no others. Thus output constituents 1 and 5 are identical, but
plotted differently: the first with observed data (Cards 46, 51, 56),
the fifth with both slack profiles.
Eight station time plots requested on Card 33 are detailed on
Cards 34 through 41. Half of these plot constituent 1 every 25th
cycle for the entire simulation, thus showing net, non-tidal movement.
The other half plot constituent 1 every cycle between 250 and 725,
showing tidal fluctuations. Other parameters on Card 33 tell the
program to plot slack tables (MGCYC=1) along with 5 observed data
points on a medium density grid (KPLOP=2) with a plotting range
for constituents 1 and 5 between 5000 and 0. New observed data will
not be expected before 2400 cycles.
Slack water plots are limited to constituents 1 and 5 on Card
42. The location of observed data is specified on Card 44. Cards
46 through 50 give observed data for constituents 1 through 5 to
be plotted by the symbol Xj these correspond to initial conditions
on May 7. The observed data to be plotted by symbol A (Cards 51 -
55) are identical to and thus overlaid by symbol 0 (Cards 56 - 60).
These correspond to observed conditions on May 22.
Section 2.2 is abbreviated here because chlorides undergo no
decay or transformation. Card 63 limits the simulation to one
constituent which Card 64 names and Card 65 specifies to be
conservative. No constituent linkages or functions are given (Cards
66 and 67). The water temperature on Card 69 is academic, due to
lack of kinetics. Finally, a reaction variability card (Card 71)
is read with zero associated rate cards.
Section 2.3 gives the constant tributary inputs of chlorides.
The information on Cards 104 and 105 is used only in the input load
summary table.
Section 2.4 deals with the two seaward boundaries and the up-
stream boundary. Card 109 gives the number of discrete values for
Nodes 1, 2, and the upstream boundary as 1, 14, and 1. Card 110
-------
- 159 -
specifies that the concentration at node 1 for 2400 cycles is 100. Cards
111 through 124 give 14 values at node 2 for specified intervals; here
each are 50 cycles in length. Notice that the sum of the given intervals
is 700, whereas the simulation lasts 725 cycles. The boundary simply
repeats the original progression after cycle 700, in this case jumping
from 3655 at cycle 700 to 4500 at cycle 701.
Card 125 gives the upstream boundary discharge of 1230 cfs and
15 mg/1. The discharge is multiplied by the factor of 10 given on
Card 109. Concentrations for constituent 1 on all cards (110 - 125)
are multiplied by 1.
Section 2.6 lists the initial concentrations for each junction in
a straightforwardway. Section 2.8 contains transport factors calibrated
during the model salinity studies. These are now fixed and should not
be altered.
Section 3.0 has no data because no new environmental conditions or
observed data are to be input during the simulation.
5.2 DYE TRACER MOVEMENT
A special dye study was performed during July and August 1974 to
study the movement of a tracer from the Philadelphia N.E. Sewage
Treatment Plant through the freshwater tidal river. This study is
described in AFO TR 62 [ 9 ]. Because the freshwater flow varied
significantly during the study period, the simulation was broken
into a series of four runs. The final concentrations from each run
were saved on a restart file to be input as initial conditions for
the suceeding run. Four separate hydraulic solutions were saved
to drive the four runs. Tables 5-2 and 5-3 give the input data
used to simulate the first two periods.
The first period (Table 5-2) begins at 12 noon (Card 9) July
22. The initial tidal conditions most closely correspond to hydraulic
cycle 156, with NTA6=2 (Card 8). The depletion correction option of
2 allows mass decayed below zero to be reset to zero without later
subtracting off this "additional" mass of numerical origin. This
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- 170 -
is justified when there are no mass transfers associated with the
decay. Card 13 allows for one varying wastewater discharge. Card
16 will cause the restart file to be written every 50 cycles, along
with a printout of the total mass in the estuary. Cards 22 through
35 request many high and low slack tables, all to be plotted separately
(KTABLE=2). High and low slack tables begin when NTAG=4 and 18,
respectively. For this simulation period, these correspond to quality
cycles (n*25)+2 and (n*25) + 16 (the 2 and 16 are found by subtracting
the initial NTAG on Card 8 from NSEBB and NSFLD on Card 6).
i
Card 40 requests four time plots, a medium density grid, and
a plotting range of 1.0 to 0. Slack water tables are to be plotted
along with 16 data points each; new observed data will be input after
* cycle 41. The river mile for each data point is given on Card 47,
-* and the observed data for the first plot on Cards 49 through 63.
,-, Section 2.2 limits the number of constituents to one (Card 66),
.j, names it, and flags it as non-conservative (Card 68). Card 69
bases its decay on its own concentration, while Card 70 specifies
no special functions. The constituent variability card (74) provides
for one rate throughout the estuary with no temperature dependence
(THETA=1.0) The rate itself is given on Card 75.
Section 2.3 is limited here to a single varying discharge. Card
'* 82 names the discharge, locates it at junction 55, and specifies two
•" discrete discharges in the total period of 2400 cycles (thus no
• «. periodicity within the simulation). The flow adjustment factor of
** 1.55 allows the specification of discharge in units of MGD. Cards
,m 83 and 84 give the discharge flows and concentations for the study
,m period.
Section 2.4 specifies boundary concentrations of zero, while
, *
Section 2.6 specifies initial conditions of zero with a single card
(91). Section 2.8 gives calibrated transport factors.
Section 3.0 contains new observed data for each slack water
"** table requested. The input cycle for the next observed data set
•* is provided on each new observed data cover (Cards 148, 165, 182,
-------
- 171 -
etc.). Since data to be plotted by symbol X (i.e. Cards 150 -
154), symbol A (Cards 155 - 160), and symbol 0 (Cards 160 - 164)
are identical, only symbol 0 will appear. If symbol X is
desired, Cards 155 and 160 should contain all zero's.
The restart file is automatically written at the end of
each simulation period. If a restart is to be made, then the
appropriate JCL must be provided. Example JCL is given in the
next chapter.
Table 5-3 illustrates the input data for period 2. Card 8
again gives the initial hydraulic cycle and NTAG, this time 294
and 0. The initial cycle is now 449. CTIME1 (Card 9) and time
plot cycles (Cards 31 - 34) correspond to cycle 1 on the first
simulation run in the series.
The rest of Sections 2.1, 2.2, and 2.3 are the same or
similar to the preceeding run. The varying discharge cycles
(Cards 72 - 74) correspond to cycle 1 on the first simulation in
the series. Section 2.6 contains no data, since initial conditions
for this run are read from the restart file. The varying longitudinal
advection factors (Table 5-2, Cards 96 - 145) are also read from the
restart file. The same is true for constant waste loads; in this
case, none were specified anyway.
5.3 FECAL COLIFORM
During the intensive survey of August, 1975, many samples of
fecal coliform were analyzed. A model calibration exercise by the
Annapolis Field Office produced reasonable agreement between observed
and predicted fecal coliform levels when the population was divided
into two groups: a rapidly decaying group comprising 99.5% of the
sewage treatment plant discharge population, and a slowly decaying
resistant group comprising the remaining 0.5%. Table 5-4 gives
the input data used for this simulation.
-------
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-------
- 175 -
The standard hydraulic information (discussed in 5.1) applies to
this simulation. KDCOP (Card 8) is set at 2 as in 5.2, since there is
no mass transfer associated with constituent decay. On Card 10,
NGROUP is nonzero and thus will be used in Section 2.6 to modify
the initial conditions with groups of factors.
Cards 18 - 22 show increased use of the output summary options,
with overlapping periods specified. Slack water tables and plots
are standard; in this simulation, high and low slack output begin
at n*25 and (n*25)+14 quality cycles, respectively (obtained by
subtracting the initial NTAG of 4 from NSEBB and NSFLD).
This simulation employs a more complicated data transformation
option than the others. Cards 29 through 31 show that the two
simulated fecal coliform constituents are first multiplied by 1000,
then added together to form constituent 3, and finally reduced to
their base 10 logs. The multiplication step was taken because all
input data were scaled down by a factor of 1000 for convenience
of input. The constituents are added together to yield whole
population numbers. Logs are taken for convenience in plotting the
sharply varying numbers and because the population itself it
considered log-normally distributed.
Plotter control information is standard, except that no observed
data is called for on Card 33. NDACYC is irrelevant since when NDATA=0,
NDACYC is automatically set to a large number.
Section 2.2 is set up to provide two non-linked constituents
decaying at the spatially constant, temperature independent rate
of 4.0/day and 0.15/day.
Section 2.3 lists a set of constant input loads. Liberal use
is made of the individual discharge multiplication factors. Card
94, for example, lists an input concentration for all constituents
of 30. Multiplication factors for constituents 1 and 2, however,
are 99.5 and 0.5. Because constituents 1 and 2 are eventually
multiplied by 1000 and added together, the fecal coliform concentration
in the N.E. effluent is actually assumed to be (99.5 + 0.5)*1000*30,
-------
- 176 -
or 3,000,000 MPN/100 ml. It may be noted that while the percent
resistant population in sewage effluent is assumed to be 0.5%,
the percentage in tributary loads is assumed to be 25% (i.e.,
Card 96). At the decay rates assumed for each population,
this represents a 2 - 3 day travel time from the original source.
Section 2.6 illustrates the use of NGROUP to simplify the
input of initial conditions when accuracy is not necessary. Card
124 sets all concentrations equal to 1.0 so that, in effect, the
five multiplication factors for each constituent (Cards 126 and 127)
constitute the initial concentrations. The number of factors was
specified for each constituent on Card 10.
5.4 P.O. BUDGET - 1-D NETWORK CALIBRATION
The intensive survey of August 1975 produced data used to
calibrate the model dissolved oxygen budget interactions, especially
as influenced by high levels of algae. This data and the associated
modeling effort is described in detail in AFO TR 62 [ 9 ]. Table 5-5
gives the input data used for this simulation.
The standard hydraulic information (discussed in 5.1) applies
to this simulation. KDCOP (Card 8) is set at 3, since here mass
transfer is associated with constituent decay. Thus in a junction
when a given amount of constituent 2 mass decays, for example, that
amount is added to constituent 3. If it happens that constituent 2
becomes negative in the process, its mass is set equal to zero. This
violates the conservation of mass principle, since more mass is
transferred than decays. When KDCOP=3, the amount of extra mass
added numerically is tracked, and subtracted from the constituent
in the problem junction whenever its concentration rises above
zero. The amount of uncorrected mass is printed out by juction at
the close of the simulation.
Most of the output options are similar to those discussed for
the data sets described above. The slack water plotting options
-------
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- 183 -
in cards 26 to 29 deserve some comment. Constituent 5 in the high
water slack table beginning at cycle 800 will be plotted together
with constituent 5 in the table beginning at cycle 825 (because of
the successive KTABLE values of 3 and 4). These two dissolved
oxygen plots correspond to the same tidal conditions 12h hours
apart. CTIME1 on Card 9 was set at 0.0 (midnight) so that cycles
800 and 825 correspond to 4:00 p.m. and 4:30 a.m., respectively
(the remainder after dividing 800 and 825 by 48, the number of
cycles in a day). Thus the average diurnal DO variation at all points
in the estuary is shown on one graph.
The constituent interactions and kinetics for the D.O. budget
are considerably more complicated than for the data sets discussed
above. Card 65, however, specifies NUMCON=0, which causes default
constituent linkage and routes the kinetic input to Reaction Track
2 (default input). Card 65 also specifies NSSAT and NITROP values
of 1; these allow supersaturation of D.O. and set the standard
nitrification rates and pattern, respectively. The only default
inputs which are overridden in this simulation are chlorophyll a_
(Cards 84 -89) and euphotic depths (Cards 90 - 95).
Section 2.3, specifying wastewater and tributary loads, is
lengthy but similar to the data sets discussed above. The adjustment
factors for constituent 4 convert the input BOD5 data to CBOD values.
Here, the factors for tributaries and municipal discharges were assumed
to be the standard 1.45, while the factors for industrial discharges
were set at 1.90. Ideally, individual factors could be determined
from studies of each important discharge.
A variation in the upstream boundary discharge of DO is provided
for in Section 2.4, Cards 253, 257, and 258. This reflects a change
in the DO concentrations measured at Trenton between the first and
second weeks of the survey.
In Section 2.6, the initial conditions are blocked off by NGROUP
factors (Cards 10, 262 - 268) just as they were in 5.3. Section 2.8
-------
- 184 -
transport factors are standard. New observed data is read in
Section 3.0 after cycle 900 (Card 35).
5.5 P.O. BUDGET - 2-D NETWORK QUALITY FORECAST
The intensive survey of July 1976 produced data used to verify
' the model dissolved oxygen budget interactions. This data and the
, associated modeling effort is described in AFO TR 62 (9 ] . This
t simulation forecasts what the water quality would have been in
July, 1976 test had there been no industrial discharges of CBOD
i
at or below Philadelphia. Table 5-6 gives the input data for this
i
simulation.
The hydraulic and network information are standard for 2-D
simulations. Since the hydraulic and quality time steps are 90
101 seconds and 30 minutes, respectively, NODYN (Card 5) is 20. NTAG
^ values are the same as for 1-D runs (1, 2, 3, ..., 24/0, 1, 2, ...);
they correspond to hydraulic cycles, 500, 520, 540, ..., 900, 1000/500,
u» 520, ... . The initial hydraulic cycle 560 corresponds to NTAG=4
(Card 8), and represents high slack tide at Liston Point. KDCOP is
^ set at 3, for reasons discussed in 5.4.
NGROUP is used to set initial conditions just as in data sets
discussed above. Here, the LGROUP and MGROUP options to modify
input loads are used for the first time (Cards 11, 12, 85). Since.
r*1 only LGROUP(2) is nonzero, only type 2 (industrial) discharges will
^ be modified by the MGROUP factors. Furthermore, since only MGROUP(4)
•^ is nonzero, only constituent 4 (CBOD) factors will be read in. The
u» value 102 will cause two factors to be read in by river miles; a
,„ value of 2 would have caused two factors to be read in by model
^ junctions. The factors on Card 85 will cause no adjustments to
industrial CBOD discharges between river miles 1 and 26, but will
rum
eliminate these discharges between river miles 26 and 100.
-------
- 185 -
The print and plot control parameters are similar to those
discussed in the data sets above. Here, the summary printout
will cover 700 cycles, or about 14% days, and will include two
periods of varying environmental conditions. Best (most realistic)
results from a forecast can be achieved by extending the simulation,
including reasonable variations in major loads and environmental
conditions, and by requesting a lengthy summary period. As currently
programmed, however, summary tables, plots and statistics cannot be
carried through a series of restart runs.
Section 2.2 uses default input for constituent linkage and
kinetics, just as in Section 5.4. Two differences are the specification
of high nitrification (NITROP=3 on Card 48) and the overriding of
default values by river miles rather than by junctions (Cards 67 - 82).
Sections 2.3, 2.4, 2.6, and 2.8 are similar to those sections in
the data sets above. Section 3.0 contains new environmental conditions
to be read in after cycle 1100 (Card 54). The "new" temperature (Card
329) is actually the same as the old, as are most of the new environmental
conditions. The next new temperature and environmental conditions are
to be read in after cycle 2400.
-------
TABLE 5-6
INPUT OAIA FOR 00 bUOGET (2-0 NETWORK QUALITY FORECAST)
8 CARD
0 NUMBER
SECTION 2.1 SET PROGRAM CONTROL OPTIONS
DELAWARE ESTUARY 2-D NETWORK, TRENTON-L1ST ON POINT. DELAWARE R FLOW = 7880 CFS
SIMULATION PERIOD : JULY 12 -23. 1976
ooinio SYSTEM INFORMATION FROM DYNAMIC FLOW PRUbRAM »»»«»
156 2b3 bOO 1000 20 1 5 d
NSFLO,NSEBB,NDURF.NF.NDE: IB 4 11 17
«»»«» INDEPENDENT CONTROL DATA <><>*»» ,.,..„
NRSTRT,INCYC,NQCYC»KZOP,KDCOP,NTAG 560 1 1450 0 I
CTIMElfTSRISE.TSSET :
NGROUP :
LGRUUP :
MGROUP:
VARYING WASTE CONTROL =
««««»•»•««»»» PRINTOUT CONTROL PARAMETERS
560
0.0
7
0
0
1
6.0
1 5
1
0
1450
18.0
10
0
0
0
14
0
102
16
0
RESTART
1 0
CONTROL
0
0
1
1
SUMARY1
SUMARY2
/50 1450
STATS
12
1064
1089
1400
SUMMARY OUTPUT CONTROL
1
1
8bO 200
0
1
24
OUTPUT TRANSFORMATION
OUTPUT TRANSFORMATION
OUTPUT TRANSFORMATION
25 bl 48 109 79 126
SLACK WATER / PROFILE OUTPUT CONTROL
3 3
3 4
ENO OF PRINT CYCLES
ADDITION :
MULTIPLICATION :
LOGARITHMS :
PLOTTER CONTROL INFORMATION
10 1
25
61
61
48
109
79
79
126
126
CONSTITUENT
0 24UO
1
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««««»«««»»«»««*»
SECTION 2.2 DEFINE WATER QUALITY CONSTITUENTS
««»»« QUALITY COEFFICIENTS «»«**
NUMBER OF CONSTITUENTS: DEFAULT 0 0
CONSTITUENT 1
CONSTITUENT 2
CONSTITUENT j
CONSTITUENT 4
0
IS NORt> (MG/L)
IS Nri3 (MG/L)
IS N03 (MG/L)
IS CBOO (MG/L)
00000001
00000002
00000003
OOOD0004
00000005
00000006
00000007
00000008
00000009
00000010
00000011
00000012
00000013
00000014
00000015
00000016
00000017
00000018
00000019
00000020
00000021
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00000028
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00000037
00000038
00000039
00000040
00000041
00000042
00000043
00000044
00000045
00000046
00000047
00000048
00000049
00000050
00000051
00000052
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ERROR IN PAGINATION
PAGE 201 FOLLOWS
PAGE 191
-------
-------
CHAPTER 6
COMPUTER REQUIREMENT FOR DYNDELA
6.1 INPUT/OUTPUT DEVICES AND UNIT NUMBERS FOR DYNDELA
Input and output data sets are used for both permanent and
temporary storage of information. The input data sets always
include the input data itself and a previously calculated hydraulic
solution. For a series of consecutive runs, all but the first will
include a previously calculated restart file as additional input.
Output data sets consist of the printed output requested by the
user, temporary work files for constructing output summaries and
plots, and a file for storing predicted conditions to be used as
input into later restart runs. These data sets are identified
and briefly described in Table 6-1.
6.2 JOB CONTROL LANGUAGE (IBM)
Job control language to compile and link edit DYNDELA is
straightforward. Sample listings in Table 6-2 illustrates how to
compile and link edit, from either a catalogued data set or card
deck onto a partitioned object library.
Job control language to execute DYNDELA is more involved.
It varies depending on whether the simulation (1) stands alone,
(2) is the first in a series, or (3) is intermediate or last in
a series. Sample listings for these three cases are shown in
Tables 6-3, 4, and 5 respectively. Table 6-6 summarizes the
attributes of the input and output data sets required for a
simulation.
6.3 SIMULATION COSTS
Table 6-7 summarizes the resources necessary for a variety
-------
- 202 -
of simulations with DYNDELA. The 1-D network requires a region
size between 406 and 428K, and from 1.2 to 2.6 CPU seconds per
constituent per simulated day. On the Washington Computer Center,
with overnight priority, this costs from $.44 to $2.25 per
constituent per simulated day. Examination of the two DO budget
simulations reveals that the 2-D network requires about twice
the cpu time and money as the 1-D network, but close to the
same region size.
-------
TABLE 6-1
INPUT AND OUTPUT DATA SETS
UATASET TYPE
FT03F001 OUTPUT
FTUtFOOl INPUT
FTObFOOl INPUT
FTObFOOl OUTPUT
FT08F001 INPUT
FT09F001 OUTPUT
FT10F001 OUTPUT
FT11F001 OUTPUT
FT20F001 OUTPUT
FT22F001 OUTPUT
DESCRIPTION
TEMPORARY WORK FILE FOR STORING HYURODYNAMIC
AND NETWORK DATA GENERATED BY UYNHYDRO.
PERMANENT FILE ON WHICH HYDRAULIC EXTRACT FROM
DYNHYURO IS STORED. CONTENTS FROM THIS FILE ARE
READ ot^ro UNIT j AT THE BEGINNING OF EACH SIMULATION
STANDARD CARD OR CARD IMAGE INPUT.
STANDARD OUTPUT TO LINE PRINTER.
PERMANENT FILE ON WHICH RESTART DATA is STORED
FROM PREVIOUS SIMULATION RUN IN A SERIES.
PERMANENT FILE ON WHICH RESTART DATA FROM
CURRENT SIMULATION RUN IS TO BE STORED.
TEMPORARY WORK FILE FOR STORING PREDICTED
CONCENTRATIONS FROM SPECIFIED TIME PERIODS. TO
BE PROCESSED BY SUMARY AND STATS.
TEMPORARY OR PERMANENT WORK FILE FOR STORING
PREDICTED CONCENTRATIONS FOR SPECIFIED JUNCTIONS
TO BE PROCESSED BY PLOTER INTO STATION TIME PLOTS.
TEMPORARY WORK FILE FOR STORING PREDICTED
CONCENTRATIONS FROM SPECIFIED TIME PERIODS. TO
BE PROCESSED BY SUMARY AND STATS.
TEMPORARY FILE FOR STORING PLOTS TO BE OUTPUT
THROUGH THE LINE PRINTER AT THE COMPLETION Oh
THE SIMULATION.
- 203 -
-------
i i I t t i k
i j E
TAklLE 6-2
SAMPLE JCL TO COMPILE AND LINK EDIT OYNUELA TO OBJECT LIHRARY
A. FROM CATALOGUED DATA SET
//EPAXXX JOB (ACCT «1NL »N»L)tL»B» »6) » 'NAME • »REG10N= JOOK »
/"MESSAGE DISK XXXXXX
// EXLC F T01CL»T IME=3 »Hh^lUN= JOOK
//FOHT.SVSIN III) USN = CN.EPAINL.ACCT.OYNOELA«DISP=(OLD«KEEP) i
// UCB=(LHECL=80»BLKSIZE=400tRECFM=Kb) »SPACE= ( TRK, (30, 1 ) )
//LKEU.SYSLMOD UO UNI T =3330-1 «UI SP=SHR . VOL=SEH=XXXXXX ,
// OSN=CNACCT. l^L.LIDNAMt (DYNUtLA)
tt. FROM CARD DECK
//F.PAXXX
//
/^MESSAGE
// EXEC I-
JOri (ACCT,INL'H»DEL»H, .6) , 'NAME* »NEGIOM =
TIMt=3.MSbLtVEL=(l«l)
DISK XXXXXX
00 «
( CARD DECK OF DYNDELA GOEb HERE )
/»
//LKED.SYSLMOD DO UNI T = 33JO- 1 »UI SP = SHR , VOL=SER = XXXXXX ,
// DbN-CNACCT. INL.LIHNAME (DYNDELA)
- 204 -
-------
TAblE 6-J
SAMPLL JCL FOR INUt^ENOfNT SIMULATION RUN
//EPAXXX JOB ( ACCT.INL»N,DEL»B»»6) »'NAME'«REGION =
// TIME=S,MSGLtVEL=(l,l).MSGCLASS=P
/~MEbSAGE EPbP=(OLO»KF.t(J,KttP) «VOL--SE
// LAHEL= ('*»SL»tAPOr = 98000)
//(30.FT03F001 OL) OCB= (RtCF M = VBS »LHLCL = b04 ,BLKSI ZE = b040 ) .UNI I = SYSOA,
// SPACE= (TRK»(<*U,401) .OI5P= (NEW .DELETE .UELETE ) .OSN = 6.t.AB
//GO.FT10F001 00 OCb=(RECFH = Vt(S.LHECL = S04,BLKSI^E=5040) .
// Ut4IT=J330-l.VUL=SbH=WORKbl.SPACE=(TRK.(10.5).RLSE).
// OISP=(NEW,OtLtTE,OELETE),USN=CNSUM1
//GO.FT09F001 00 DCB=(RECFM=VBb.LRECL=b04.riLKSIZE=5040),UNIT=SYSOA,
// bPACE= (TKK. (f O.'fU) ) ,OISP= (NEW.OELE TE .OELt Tt) .OSN = fvf,APU
//GO.FT08F001 00 OUMMY
//GO.F Tl 1F001 00 OCB= (RECH'1 = VBS,LRECL = 504.BLKSI/!E = b040) , ^
// UNIT=3330-l,VOL=SER=WOKKDl,SPACE=(TRK,(10.5).RLSCT,
// 01SP=(NEW,OELETE.OELETE)»OSN=CN.EPAINL.ACCT.TPLOT
//GO.FT^OFOOl DO DCB=(RECFM = VBS,LRECL = 504.BLKSI/!E = b040) .
// UN IT=3330-1»VUL = SER = WORKS 1,SPACE=(TRK,(10,b) .RLSE) .
// 0ISP=(NEW,OELLTE,DELETE),DSN=CNSUM2
//GO.FT2^F001 00 SYSOUT=A«OCB=RECFM=FBA
//GO.FT06F001 00 SYSOUT=A
//GO.FfObFOOl DO a
- 205 -
-------
I i I I i i
TABLE 5 -4
SAMPLE JCL FOP, INITIAL SIMULATION HUN IN SERIES
//EPAXXX
JOB
(ACCT,INL»'M>DEL«B»,6) , 'NAME' ,REGION=4bSK »
// TIME = b,MSuLEVEL=U .1) ,MSGCLASS=P
/"MESSAGE EPBe'Jl.H
//STtPl tXLC PfaM=OYNDELA
//STtPLId 00 UN 11=3330-1 .U 1SP=SHR » VOL= (PR I VATE .RET AIN,SEH=XXXXXX> ,
// OSN=CNACCT. i ML.LIBNAME
// 00 OSN=SYS2.K TG1L INK ,OISP=SHR
//OO.FT04F001 00 OSN=LEO f APE »OCB= (RECF"M=VS »LRECL=504 .BLKSI Zt=b040 ) »
// OISP=
//GO.FT03F 001 00 OCB= (KtCF M = VBS ,LHECL = b04 ,BLKSUE=b040 ) ,UNIT = SYSOA.
// SPACE=(THt<,, («*0,40) ) ,OISP=(NEW.DELETE,OELErE) .DSN = &.«.AU
FT10KOU1 00 OCB= (HECI- M= VBb .LRECL = 504 .ULKSI ZE=5040 ) .
UN 11=3330-1 ,s/UL=ShR = «IORKbl , SPACE =(THK. ( 1 0 -i>) »RLSE ) »
OISP= (NEW.OELtTE.OELLTE) »USN=LNbUMl
FT09F001 DO OCB= (RECf M = VBb ,LRECL = !304 ,8LKSI ZE = b040 ) .UNI T = 3330-l .
VOL=SEH=WOHKbl,SPACt=(TRK, (40,40) ) .0 ISP= (NEW.CATLG.CATLG) .
OSN=CN.tPAINL.ACC( . JY3174
FT08F001 DO DUMMY
FT11F001 00 OCB=(RECKM = VBS.LHECL = b04.8LKSIZE = b040) .
UN IT = 3330-1 ,VUL = SER = WOPKbl »SPACE= ( TRK . ( 1 O.b) ) .
OISP=(NEW.CATLG.CATLG) .DSN = CN. INL . ACCT .DYE 1PLT
00 OCH=(HECHl = VttS,LHECL = 504,8LKSUE = b040) ,
UNlT = 3330-l,VuL = StR = wORKbl,SPACE=(TRK, ( 1 0 ,b ) .RLSE ) .
01SP=(NLW, DELETE, OELETE) »OSN=CNSUM2
F T22F 001 00 SYSOUT=A .OCB=RECF M=FBA
//GO
//
//
//GO
//
//
//GO
//GO
//
//
//
//GO
//GO.FT06F001 00
//GO.FTObFOOl DO
SYSOUT=A
- 206 -
-------
TABLE 6 -b
SAMPLE JCL FOR INTERMEDIATE SIMULATION RUN IN SERIES
//EPAXXX JOB ( ACCT,INL»N,DEL«B»»6) «'NAME1,REGION=46bK,
// TIME=S,MSOLEVEL=(1,1 ) »MSGCLASS = P
/-MESSAGE EPb^31,R
//STEP1 EXEC PGM=OYNDELA
//STEPLIti OD UNIT=3330-1,01SP=SHR»VOL= (PRI VATE,RETA IN,SER = XXXXXX) ,
// OSN=CNACCT.IHL.L1BNAME
// 00 DSN = SYSiSF T(;>1L1NK»OISP = SHR
//GO.FT04F001 00 OCti= ( HECF rt=VS«LWE'CL = b04 ,BLKS UE = b040 ) ,
// DISP=(OLD,KhLP,KEEP)«UNIT=J330-1»SPACE=(THK,140,40)1,
// OSN=CN.EPAINL.ACCT.H8«bO
//bO.f- T03F001 00 OCB= (RECH'l = VfciS,LRECL = b04,6LKSlZE = 5040) ,U
// SPACE=(TRK,(4U,40)),D1SP=
-------
I i i i
i j t
TA81 E 6 -b
FILE ATTKIBUTEb ON IHM 370
VOLUME LOGICAL
SERIAL RECORD RECORD BLOCK
TYPE
OF
DATASET
FT03F001
FT04F001
(OR)
FT08F001
FT09F001
FT10F001
FT11F001
FT11F001
FT11F001
FT10F001
FT22F001
NAME
ktAH
SPECIF
SPECIF
SPECIF
DUMMY
SPECIF
CNSUM1
SPECIF
SPECIF
SPECIF
CNSOM2
-
UNIT
SYSOA
2400
3330-1
3330-1
33JO-1
SYSUA
3330-1
3330-1
3330-1
3330-1
3330-1
-
NUMBER
_
OaAXXX
WORKXX
-
WORKXX
WOKKXX
WORKXX
WOKKXX
WOrXKXX
-
FORMAT LENGTH
VBS b04
VS b04
VS b04
VriS b04
VBS b04
VBS b04
VBS b04
VBS b04
VBS b04
VBS b04
VBS b04
FdA
SIZE
b040
bots
b040
b040
b040
b040
bo5o
b040
-
SPACE
TRK
TRK
TRK
TRK
TRK
TRK
TRK
TRK
TRK
,
,
,
,
,
,
,
«
.
(40,40)
( 10, b)
(40,40)
(40,40)
(40,40)
( 10, b)
(10, b)
(10, b)
(10, b)
(10, b)
-
DISPOSITION
NEW, DELETE
OLD, KEEP
OLD, KEEP
OLD, KEEP
NEW, KEEP
NEW, DELETE
NEW, DELETE
NEW, DELETE
NEW,CATLG
OLD, KEEP
NEW, DELETE
-
RUN
ALL
ALL
ALL
3
1,2
3
1
ALL
1
3
ALL
ALL
1 - INDEPENDENT SIMULATION RUN
d - FIRST IN CONSECUTIVE SERIES
3 - INTERMEDIATE IN SERIES
- 208 -
-------
TABLE 6-7
SIMULATION COSTS
CPU,SEC
COST,*
SIMULATION
DU HUDGET
FtC COLI
SALINITY
DYE
DYt RESTART
Ou BUObET
H2b04/FES04
NETWORK
1-0
1-D
1-D
1-0
1-U
2-0
2-0
NUMHtK
CUNST 'S
b
2
1
1
1
5
3
UUALl 1 T
CYCLES
1200
1200
725
448
149
1450
1250
HtUlUN
SIZE
428
418
416
406
422
418
406
TOTAL
146
67
23
16
8
406
298
/OAY/CONST
1.1?
1.33
1 .52
1.71
2.58
2.78
3.83
TOTAL
55
28
14
13
7
131
116
/DAY/CONST
0.44
U.b6
0.93
1.42
2.25
0.87
1 .48
- 209 -
-------
- 210 -
APPENDIX
-------
< JJ303N'l. = >l «OXXS) <A « <>ox> + oxxs « xxs
JJ300N'1=>I sOl 0*
jj300NA « cr>x> *
(IJIHSd + CI )lxftx2rj)SOJ =
«l = CDX CI,»Ci3T)
(IJIriSd * ( I)i»ft»irj)NIS = X CEON»3TD
9CI 00
I ill OQ
13S «XXH«»»XKX»XX xx x«*»»x ««xxx3
7UL
ZOi
•o = (rr»xxs
•0 = (DAXG
•C = (D»
jiooN' t=r zc i. QO
JJ300N'L=)( 731 Ou
3nf.il, JOJ 001
1JIHSJ. + {1)1 = (1)1
»J.»UN'l = I Dot OJ
CcG9'9) dildrt
'ijiHSJ. 'SjdXVh '1IX»W »
'A 'CCIM3d *JJ303« 'V1VOS '(07*1=1 *Cl)»Hd1») COP9'9) dlldrt
x»»x*»x»xxx xx»»»xxx»x»xxxx»»x» fl^C J.ndM iMbd »»x xx*x»xx»x xxxx xx x x»xx»x
t*£ » «i = n
xxKXMKxxxk KMxKMKxxMXxxxv » x x VIVO iOds! T*OI1 Gyifl »x x x x» x x x » » x x * x « » x x xx x x x xk x j
J.J!HSd '1JIHS1 'OOIi)3d 'S3HXVH 'llXVh 'JjSOOf, ' riVQK UDS'S) 'IVdd
(C7'l=I «Cl>VhdlV) COOS'5) CTJd
*«K»K* K *K« X *X » »» *X » X X«*» ft X K«* K V1VC lOiilhOD OY3H X X X X * * X X »X X X X » X X » X X X X X.XX X X » « * X 3
(COUx '
-------
- 212 -
CX*««»**»X**«M**XX«*KX«1f«li« SOLVE NORMAL "CUATION? »** XX*XXX»XX»*Xt(» **««»XXX*X
IT = "
11 5 IT = TT + i
cFSIn = Oi
!?0 1 1 S K=1 ,VCOCFF
«|i1 = 0.
DO 116 J=1>VCOFFF
Ir ( JtEO.K) GO TO 11 *
SUM - SUM - CA(J) « SXX(K>J)>
1 1 5 COf'TINIIF
CUM = (SUM + SXYOO) / SXX(K*IC)
ncL = *6S(SUM - A(K>>
TF (D'a.'-T.RcsiD) RESTD = DEL
»CK) = SUM
118 CONTINUE
IF CIT.GF,*/ TIT) <;0 TO TO
IF C?PSIC.GT .*AX°ES> GO TO 11S
1?J VPITr (6.61J) IT. RESID, (A(K>» K=1jNCOEcF)
C*»«*»*****»*»»* P^INT 08SERVrD, PREDICTED* AND RESIDUAL ">ATA xx x «x * x «x x *x * ** x
VPITr (6,612)
TPES - 0.
DO 1 24 1 = 1 '"DATA
P"EC = 0.
30 122 J=2*NCOEFF
FJ1 = FLOATC'J-1 )
CJ2 = FLOATCJ-MC2)
If (J.LE.NC2) PREn = PREC1 + A(J) » S INCF J1 ««*T( I )+ PS"IFT)
IF (J.ST.NC2) PRE" = PREO + A(J) * COSC F J2* W*T ( I ) + PSHIFT)
172 COS'TINU^
PCED = PPED + AtD
OIFF =
T"ES =
VRITE (6>614) 1* TCI>> Ytl)* PREO» OIFF
WRITC (6.616) TRFS
CM »«»»»«»«««*»**»»««*)<»«***)<«« FOR1AT STATEMENTS *»»»«*»«*«**««««»««»»**«*).***
500 rORH'T (?OA4>
sot FORH»T
*2CA4> 16X/'LEAST SQUARFS CURVE F ITTI NC ' , ///// »1 OX , ' NUM E ED OF DATA
• POINTS >>1 OX, 'VUM9ER OF COFFFICIEvTS'»/17X,'(l*DATO'*?4XjlCNCOEFF>'
,10X, 'TIDAL P^oJon ( HOURS ) ' , 1 1 X > ' 0*EG A (2*P
*10Xi '"AXIMUM NUM9FR OF ' , 1 4X* ' MA X I "UM R ESI DU A L ' , / 1QX > ' I TE PA T I 0WS AL
*lOWE:'"l»TX,'ALLOWr"D'*/Y,16X>I4>26r,F6.4,///// j 1 OX * ' T I.«.E SHIFT', ?1
«X, 'PHASE AN9LF SHIFT',/11 X, ' (TSHIFT) ',26X, • (PSHICT) ' ,//,12X*F5.2 ,
60? FORMAT , • SUMHAPY OF INPUT ?ATA ',30(1H«),//
«20X, 'OBSERVATION NO . ' , 1 2 X, ' T !«<£ • , 1 2X* ' YALU E ' ,/ > 1 5 X , 6C ( 1 "-) / )
606 rOR«»T (1M1/// ,75X,13(1u-)j /6X, M ----------- I ' , 5CX , • S IGMA X
«rciC,J> ' j/*X, ' I SIG"<« XY(J) I ' »5GX»13C1H->»/3Xj ' J I --------
» -- I ' ,/kff ' I ">17X, ' I 1C = 1 ', 14X, '2 ' ,11.1, ' 3 ' ,14r , '4',1/X> ' 5'
50* rORX»T (1M ,1X,I2,2X*' I • »4X,F10.<5*3X>' I ' ,7( 5 X »F 1 0 . 6 > ,/6X> ' I
610 FORMAT- (////50X»7:0(1H*)j/A1X, 'SOLUTION ' ,/5uX»30C 1H»)»///
»PER OF ITERA TIONS' > 1 OX J ' "A X I *UM =?ES I ?U AL ' > // > 51 X , T 3 , 24X, F7. 6j /// /,
«?5X,'TH£ CURVE k'^ICH ?EST FITS THF OBSERVPD OATA IS GIVE'J EY '
v(j > = ije-10.f»« + '»F10t6»' SIN(UT) + 'jcU.6,' SI
+ '»Fi0.5j« PINC3UT) '*//»<.1Xj '+ 'Jr10.6,' COS(WT) + '.
COS(?WT) + '»F10.6»' COS(3«T)')
612 FORMAT (1H1// * 1 * » 30( 1 H* ) > ' SU"1ARY OF OUTPUT OATA 'j?0(1H»)//
«>4X>lOBSE°V*TTON',10X*'TI>«E'>10X*lOtSFRVEDl,10X,'PREr>ICTEV,10X,«>
"FSIDUAL1 ,/2X /66C1H-)// )
614 FORMAT C1H ,7XjI',14X,F5t?»1 1XjF6.3j11XfF7.4*13X*c7.4>
616 FORMAT (1H ,//5X, 'TOTAL °FsnUAL = '.F1Q.5 )
FTOP
F»'D
-------
i j i j i J E J t ; El i i i 3 r ? C 3
A.2 DYHHYD LISTING
»»»»**t*»t**»»*»**»»»»*******»*«*****»*» ********
C PROGRAM DYNHYD
C fNVIRONMENTAL PROTECTION AGfcNCY
C ANNAPOLIS FIELD Off ICE
C DYNHKD DESCRIBES THE. DYNAMIC FLOW OF A 2-DIMENSIONAL ESTUARINt
C SYSTEM BY OBTAINING AN EXPLICIT SOLUTION 10 THE EQUATIONS Oh
C CONTINUITY AND MOMENTUM. THIS VEhSlON CAN HANDLE A NETWORK Of W
C TO 139 CHANNELS AND 133 JUNCTIONS.
«*«t4t**«
CONTROL OPTIONS
******»*»»***»*»**********»******»***
C HYDEXT = 1.0 CALL SUBROUTINE HYDEX 10 CRFA1E A SUMMARY
C HYDRAULIC EXTRACT TAPE, OR NOT.
DIMENSION Al(7. A2(7))
COMMON /CHAN/ AKU39). AREA(139), AREAK139). BU39), Cl,EN(139),
* CN(139). NJUNC(139,2) , 0(139). R(139), VU39),
* VT(I39)
COMMON /JUNC/ AREASU33), JPRT(133). NCHAN C1 33 ,5) , OIN(133).
« YC133), YTU33)
COMMON /M1SC/ ALPHA(BO). DELT. ICYC. INTPUN, NJ, HC, NCYC, INTRVL.
« NOPRT, NCYCC, PERIOD, PUNCYC
INTEGEK HYDEXT, PUNCYC
REWIND 4
REWIND 10
READ (5.500) (ALPHA(l), 1=1,40)
READ (b.bOO) HEADER
READ (b.b02) NJ. NC, NCYC, DELT. TZERO
READ (5,b04) IPRINI, INTRVL, NOPRT
READ (5,504) (JPRT(I). 1=1,NOPRT)
READ (5,504) ITAPE, HYDEXT
READ (b,504) PUNCYC, 1NTPUN
•RITE (6,600) (ALPHA(I),1=1,40), NJ. NC, NCYC. DELT, TZERO.
* IPRINI, INTRVL, NOPHT. PUNCYC. 1NTPUN
IF (HYDEXT.£0.0) KRIlt (6,602)
IF (HYDEXT.EO.1 ) WRITE (b.bOl) ITAPE
(;******4*t**»t*««********«**»t** JUNCTION DATA t ***»*«****»** *****************
READ (5.500) HEADER
Do 100 J=l,NJ
READ (5.506) JJ, Y(J). AREAS(J), OIN(J), (NCHAN(J.K). K = l,5)
YT(J) = Y(J)
IF (JJ.EO.J) GU IP 100
*RITE (6,604) JJ, J
STOP
100 CONTINUE
"/RITE (6,606)
DO 102 J=l.NJ
hHIft (6.608) J, Y(J), AKEAS(J), OIN(J), (NCHAN(J.K), K=l,5)
102 CONTINUE
C******«*«»«*»*******»***»»***«* CHANNEL DATA
READ (5,500) HEADER
DU 104 N=1,NC
READ (5,508) NN, CLKN(N), R(N), AREA(N), R(N),
* CN(N), V(N), (NJUNC(N.K). K=1.2)
AREA(N) = H(N) * R(N)
IF (NN.EO.N) GO TO 104
KRITt (6,610) NN, N
STOP
104 CONTINUE
- 213 -
-------
- 214 -
WRITE (6,bl2)
DO lOb N=1.NC
WRITE (6,614) N, CLtN(N), B(N). ARFA(N), CN(N),
* V(N), K(N), (NJUNC(N.K), K=l,2)
106 CONTINUE
c« »»4»4* t 4 »» t 4 t 4 4 4 >** SEAWARD BOUNDARY TIDAL CONDITIONS *»*»»**»*»***»***«****
HEAD (5.500) HEADER
READ (b.504) NK
READ (5.510) PERIOD, (Al(l), 1=1. NK)
READ (5.510) PERUIt), (A2(l). 1 = 1, NK)
WRITE (6,bl6) PERIOD, Al(l), (Aid), 1 = 1.7)
WRITE (b,616) PERIOD, A2(l), (A2(l), 1=1.7)
NS = NK / 2
C****««*M**»*»* CHECK COMPATIBILITY OF CHANNELS AND JUNCTIONS 4 *»**»**** t *»**
NhXll = 0
DO 112 N=l ,NC
DO 110 1=1.2
J = NJUNC(N.I)
DU 10B K = l ,5
It (N.EO.NCHAN( J,K) ) GO TO 110
108 CONTINUE
NEXIT = NEXIT t 1
WHITE (6,618) N, J
110 CONTINUE
112 CONTINUE
DO 118 J=1,NJ
DO lib K=l ,5
IE (NCHAN(J.K).EO.O) GO TO 116
N = NCHAN(J.K)
00 114 1=1,2
If (J.EO.NJUNC(N, 1) ) GO TO 116
114 CONTINUE
NEXIT = NEXIT •» 1
WRITE 16 i 6 IB) N,J
lib CONTINUE
118 CONTINUE
IF (NEXIT. GT.O) STOP
C*****«**t******»* STORE CONTROL AND SYSTEM DAIA ON UMT 10 ******************
WRIft (10) (ALPHA(I), 1=1,40), NJ, NC . DELI.
« (CN(N), R(N), B(N), CLEN(N), N=1,MC)
WRITE (10) (Y(J), AREAS(J). 01N(J), (NCHAh(J.K). K=l,5), J=1.NJ).
* (AREA(N). V(N). (NJUNC(N.I), 1=1.2). N=1,NC)
C INITIALIZATION
C»*t »»*****»»**»*«****»*»***«******»*»*+»»»*»******»***»»*»»*****»»»*«»»»*«**»»»
DELT2 = DELT / 2.
TZERO = TZERO * 3600.
PERIOD = PERIOD * 3600.
W = 2. * 3.141b / PERIOD
G =32. 1739
DO 120 H=1,NC
AKIN) = G * (CN(N)**2 / 2.208196)
IF (NJUNC(N, 1) .LT.NJUNC(N,2)) GU 10 120
KEIP = NJUNCCN, 1 )
NJUNC(N.l) = NJUNC(N,2)
NJUNCIN.2) = KEEP
120 CONTINUE
WAIN LUOf
»»»»«»»»*»» »»(»»,
IF (IWRTE.GT.O) GO TO 124
-------
i i i
i i I i I j i
- 215 -
NH
R(N)
AK1
DVDX
c*****************
DO 122 N=1,MC
0(N) = V(N) » AREA(N)
122 CONTINUE
KRITE (10) I*RTE, (Y(J), J=1,NJ), (V(N). 0(N), N=1,NC)
124 T = IZERO
DU 166 ICYC-l.NCYC
NCYCC = ICYC
T2 = T 4 DELT2
T = T 4 Df.LT
C***«******** COMPUTE CHANNEL VELOCITY AND FLOfc FOR 1/2 TIME STEP *»»»********
DO 126 N=1.NC
NL = NJUNC(N.l)
NJUNC(N,2)
AREA(N) / B(N)
AMN) / (R(N)**1.333333)
(J./RCN)) * (((Y(NH) - YT(NH) 4 Y(NL) - YT(NL))/DELT)
4 (V(N) / CLEN(N)) » (Y(NH) - Y(NL)))
VT(N)= VCN) 4 DELT2 * ((VUO * DVDX) - AKT * V(N)
* ABS(V(N)) - (G / CLEN(N)) * (Y(NH) - Y(NL)))
0(N) = VT(N) * AREA(N)
CONTINUE
COMPUTE JUNCTION HEADS FOP 1/2 TIME STEP ******************
YTU ) = AH 1 )
YT(2) = A2(l )
C ************** SEAWARD BOUNDARY HEADS *************
DO 128 1=1.NS
FI = FLOAT(I)
YTU) = YT(1) 4 A1(I»1) * S1N(F1*W*T2) +
* AKNStl + I) * COSIFI*W*T2)
KT(2) = YT(2) 4 A2U41) * S1N(FI*W«T2) 4
* A2CNS414I) * COS(F1»V»«T2)
128 CONTINUE
C »»******»*****»»* JUNCTION HEADS ******************
DO 136 J=2.NJ
SUMO = 01N(J)
DO 132 K=l,5
If (NCHAN(J.Kj.EO.O) GO TO 134
N = NCHAN(J.K)
IF (J.Nt.NJUNC(N.D) GO TO 130
SUMO = SUMO t 0(N)
GO TO 132
130 SUMO = SUMO - 0(N)
132 CONTINUE
134 YT(J) = Y(J) - ((DELI / AREAS(J)) * .5) * SUMO
136 CONTINUE t
c*************** COMPUTE CHANNEL C.S. AREA FOP 1/2 TIME &TEP
DO 13B N=1,NC
NL = NJUNC(N,1)
NH = NJUNC(N,2)
AREAT(N) = APEA(N) + .b*B(N)*(YT(NH)-Y(NH)
H(N) = AREAf(N) / B(N)
AKT2 = AK(N) / (R(N)**1.333333)
C************ COMPUTE CHANNEL VELOCITY AND FLOW FOR FULL T J MF. STFP ***********
UVDX r (l./W(N)) * (((YT(NH)-Y(NH) 4 YT(NL)-Y(NL))/DtLT) 4
* (VT(N) / CLEN(N)) * (YT(NH) - YT(NL,)))
V(N) = V(N) 4 DELI * UVT(N) * DVDX) -
» AKT2 * VT(N) * AbS(VKh))
* - (G / CLEN(N)) « (YTCNH) - 1KNL)))
0(N) = V(N) * AHEAT(N)
*****************
YT(NL)-YCND)
138
CONTINUE
C***************** COMPUTE JUNCTION HEADS FOR FULL T1MF STEP t****************
-------
- 216 -
Yd ) = Aid )
DO 140 1=1,NH
FI = FLOAT(I)
Yd) = Yd) + A1U+1) * SIN(F1*W*T)
* + AHNS+I + 1) * COS(fI*t»»T)
Y(2) = Y(2) + Aldtl) » 5IN(F1*W»T>
» + AUNS+I + 1) * COS(H*MT)
140 CONTINUE
DO 148 J=2,NJ
SUMy = 01N(J)
DO 144 K = l,5
IF (NCHANlJ,K).EC.0) GO TO 146
N = NChAN(J.K)
IF (J.NE.NJUNC(N,1)) GO TO 142
SUMO = suny + o(N)
GO TO 144
142 SUMO = SUMO - y(N)
144 CONTINUE
146 Y(J) = Y(J) - (DE.L1 / AREAS(J)) * SUMC
148 CONTINUE
C**t**»*»»»» COMPUTE CHANNEL C.S. APtA FOR MILL TIME SltP *****»***»»»***»»»»»
DO 150 N=1,NC
NL = NJUNCCN,1)
NH = NJUNC(N,2)
AHEA(N) = AHEAT(N) t ( . 5*B(N ) *(Y(NH)-YT(NH) + Y(NL)-11(NL)))
150 CONTINUE
C«*»»***«»*4»**»t*»*»»»»*»*«*» CHECK VELOCITIES **»»********»***»««»*»********
DO 152 N=1,NC
IF (ABS(V(N)).LT.20) GO TO 152
k»PITF (6,620) 1CYC, N
WPITE (6,622) (J, Y(J), YT(J), ARtA(J), (M J), J = 1,NJ)
L = NJ+1
ViPITE (6,624) (J, Y(J), YT(J), APEA(J), y(J), J = L,NC)
STOP
152 CONTINUE
Ct«»»»»»*«*»»«*«»«»*« STORE DATA FOP HYDRAULIC EXTRACTS **********************
IF (1CYC.LT.ITAPE) GO TO 154
WKHF (10) ICYC, (Y(J), J=1,NJ), (V(N), 0(N), N=l,fcC)
154 CONTINUE
C***»*»*»******* ' ***»**»*»***« HYDRAULIC OUTPUT t*»4*<
IF (1CYC.NF . 1PR1NT) GO TO 164
1PP1NT - IPR1M + 1NTHVL
TIME = T / 3600.
WP11F (6,62b) ICYC, T1MF
DO 162 I=1,NOPPT
J = JPRTlI)
WPITE (6,b2R) J, Y(J)
DO 160 K=l ,5
IF (NCHAN( J,K) .tO.O) Gil r)U IbO
N = NCHAM J , K )
IF (J.NF .NJUNC(N,1)) GO Td 156
V E L = V I N )
FLOW =
GO TO 158
156 VEL =
FLOW = -(.
158 cJPlTE (6,hjO) N. VEL, FLOW
160 CONTINUE
162 CONTINUE
164 CONTINUE
c» .»,»t«,.»,»»»»,,t.««tt,t,«( CHECK FOR PES1AF1
-------
i i f I i I i I i I E J E
*>
i
IF (1CYC.EO.PUNCYC) CALL RI-STKT
166 CONTINUE
C*******»»*««**+*»***»«**«» EXIT HYDRAULIC PROGRAM *»**»*********»»»»*******«*
WRITE
-------
- 218 -
END
C SUKROUT1NE HYDEX
C*****»****** **»**********»******»**»**»**»***»»************»**»;»**»»»»****»»*»*
SUBROUTINE HYDEX
COMMON /CHAN/ AKC139). AREAU39), AREA1U39). PU39). CLhN(139).
* CNC139). NJUNC( 139,2). QU39), R(139), V(139),
* VTU39)
COMMON /JUNC/ AREASCU3), JPRTU33), NCHAfc ( 1 33 , 5 ) , VIN(133).
* YU33). YT(1J3)
COMMON /M1SC/ ALPHA(BO), DELT, 1CYC, INTPUN, NO, NC. NCYC, INTHVL.
* NOPRT, NCYCC, PERIOD, PUNCYC
DIMENSION ARAVGU39). AHMAX(139), ARMINU39), NMAXUJ9).
* NMINU39), OEXK139), OMAX1139), OM1N(139), UNEK139),
* KANGb(133). VEXK139). VMAXU39), VMIN(139), iAVG(133),
» YMAXC133), YMINU33). yN£»(133)
REMIND 4
REWIND 10
c l*» »,»*,,,(,,.»,» »4 »t Rt.AD INUEPLNDtNI CONTROL DATA
RbAD (b.500) HEADER
READ (S.bOO) CALPHA(l), 1=41,80)
READ (5.502) NODYN
c«t««*t*«t*t«*«*«**«*« REAU [)ATA fHOM HYDRAULIC PROGRAM
READ (10) (ALPHA(l), 1=1,40), NJ, NC . DELI.
* (CN(N), R(N), B(N), CLEN(N), N=1,NC)
READ (10) (Y(J). AREAS(J), 01N(J), (NCHAN(J.K), K=l,b), J=1,NJ),
» (AHEA(N), V(N), (NJUNC(N.I), 1=1,2), N=1,NC)
NSTOP = NCYCC
NSTART = NCYCC - (PERIOD/DELT)
DELTO = UELT * FLOAT(NODYN) / 3600.
fcKlTE (6,600) (ALPHA(l), 1=1,80)
WRITE (6,602) NSTART. NSTOP, DTLT, NODYN, DELTO
c t « t »»»»»*, t »»»(»»**»»»,» ALIGN TAPE AT NSTART CYCLE *************»*»»«*»*»»*»
100 READ (10) ICYCTF, (YNtk(J). J=1,NJ), (V(N), 0(N), N=1,NC)
IK ( ICYCTf .NF. NSTART) GO TO 100
****»*****»<
**»«
c»ttt»»»*««*»»»»*»*t*t
DO 102 N=l,NC
INITIALIZE TIDAL CYCLE VARIAHLES *»***»***»*»*»*****»*»
102
104
***>
106
UNET(N)
VMAX(N)
VM1N(N)
UMAX (N)
OKI MM)
ARAVG(N)
ARHAX(N)
ARMIN(N)
CONTINUE
DO 104 J=l
YMIN(J)
YMAX( J)
NMIN(J)
NMAXl J)
YAVG(J)
CONTINUE
»*»»*»*»«»*
DO 10H N=l
OEXT(N)
V E X 1' ( N )
= .b * CHN)
= V(N)
= V(N)
= 0(N)
= 0(N)
= 0
= 0
= 1000000.
,NJ
= YNEW(J)
= YNFW(J)
= ICYCTF
= ICYCTF
= .b * YNExC
**» INITIAL
.NC
= .S * y(N)
= .b * V(N)
J)
1Z.E.
INTER-TIDAL CVCLh VANIAKLhS *»»»**»» 4 (itt»*tt*»
108 CONTINUE
WRITS (4) ICYCTF,
Ct «« tt »»«««, »m «»,.»» »
DO 126 IC=1,NCIDYN
(YNEw(J), J=1,NJ)
COMPU1E INTEP-'JlDAL PAHAMFTVFS
-------
I i I i f 1 i j I J I j i j i , f "i f '*
- 219 -
READ (10) 1CYCTF. (YNtw(d), J=1,NJ), (V(N>. g(N), N=1,NC)
DO 1IB N=1.NC
C ***************** SUMMATIONS »»»»»*•»»» M» «t »»*»*»
OtXI(N) = OKXT(N) t t)(N)
VF,XT(N) = VKXT(N) » V(N)
ONET(N) = ONET(N) + 0(N)
C ************** CROSS-SECTIONAL ARfc.A *»»«*«»»»*»*»*
IF (V(N).NE.O.) GO TO 110
Nl, = NJIJNClN.l)
N»l = NJUNC(N,2)
AHfrAtN) = AHKA(N)
* + .5 * H(N) * (VNEW(NH)-Y(NH} + KNEW (Nli)
GO TO 112
1 10 ARtA(N) = y(N) / V(N)
112 ARAVG(N)£ AHAVG(N) 4 AREA(N)
C ***«****«»»»« M1N AND MAX VKtOCllltS »*«»«***»****
U (V(N).Gf.VMIN(N)) GU TO 113
VMIN(N) s VCN)
GU TO 114
113 IF' (V(N).GT.VMAX(NJ) VMAXCN) = V(N)
114 CONTINUE
c ************* M1N ANU Mfcx C.S. AHtAS *»*»*»»»«»»
IF (AREA(N).GT.ARMIN(N)) GO 10 lib
AHMIN(N) = APtA(N)
C-0 TO 1 1 b
lib 1C C4RfA(N).GT.ARHAX(N)) AHKAX(N) = AHkA(N)
116 CONTINUE
118 COMIMJE
C »**«******»*»»* MJN AND MAX HF'ADS *»»»******»»«**»
DO 124 J=1,NJ
IF (KNEW(J).GI.YMIN(J)) GO TO 120
KMIN(J) * »NEH(J)
NMIN(J) = ICKCTF
120 IF (yNEX(J).LT.YMAX(J)) GO TO 122
YMAX(J) = KNF.»(J)
NMAX(J1 = ICKCTK
12^ CONTINUE
YAVG(J) = YAVGCJ) + YMEW(J)
YtJ) = YNEK(J)
124 CONTINUE
12b CONTINUE
c ****************** JNTER-T10AL KLOW AND VKLOC1TY *»**»***»»*»»»»«»
DU 132 N=l,NC
QKXT(N) « OEXttN) - .5 * 0(N)
OtXT(N) a OEXT(N) / FLOAT(NODYN)
Vf.XT(M) = VF,XT(N) - .5 * V(N)
VEXT(N) = VKXT(N) / FLOAT(NOUYN)
C *************** M1N ANtl MAX F L0>. »•*»«»»*»»»*»**«<
IF (OEXKN).GT.OMIN(N)) UU TO 128
OMIN(N) = OEXT(N)
GO TO 130
128 IF (0!.XT(N).GT.OMAX(N)) UMAX(N) = yF.XKN)
130 CONTINUE
132 CONTINUE
"RITE (4) (OKXT(N), VEX'I(N), N = 1.UC)
IF (ICVCT1 .NK.NSTOP) GU TU 106
C************************** COMPUTE TIDAL SUMHAM »*»**«»»»»»«*»* »M I M»«M»M
DO 134 N=1.NC
yNFJT(N) = ONET(N) - . •) * 0(N)
ONF.T(N) = ONET(N) / KI.UAT ( NS'I OP-NSTAR1 )
ARAVG(N) = ARAVGIS) / FLOAT ( NSTOP-NS'l Ahl )
-------
- 220 -
R(N )
1 34 CON! INUt
DU 13b J=1
RANGF(J)
YAVG(J)
YAVG(J)
136 CONTINUE.
C«*t**»**«»*«»*»*»*
ViRilt (4)
*HITt (4)
*
•IHITK (4)
= ARAVG(N )
NJ
= YhAX(J) -
= YAVG(J) -
= YAVG(J) /
B(N )
YM1N(J)
. S * YNF.W(J)
F LOATINSTOP-NSTAPT )
C()M['LR,lt SPITING HYDRAULIC EXTRACT lAl'E »*»»******»***«»****
(ONET(N), N=1,NC)
(ALPHA(I), 1=1,40), NJ, NC , DE LT ,
fCN(N), HCN), B(N), CLEN(N), N=1,NC)
(YAVG(J), AHFAMJ), OIN(J). ( NCH AN ( J , K ) , K= 1 , 5 ) , J=1.NJ),
(AHAVG(N), (NJUNCIN, I) , 1=1,7), N=1.NC)
t ». « n . » t » t t t I t * t PRIM lIDftl, CYCl.fc. iUMMAfl *«****«»*»»***»*»******»»
•vRITE. Ch,b04) (N, QNtT(N). UMJN(N), OMAX(N), VMIN(N), VMAX(N),
* ARMIN(N), APMAX(N), AHAVG(N), N=1,NC)
WPITt (f>,606) (J, Y^IN(J), NH1N(J), YMAX(J), NMAX(J), YAVGCJ).
* RANGt(J), J=1,NJ)
c. t »,» t «».,», »* t »,» t« t », CHi-CK HYDRAULIC E.XTRAC1 TAt'E ***»**»*»****»»»**«*«»**
REWIND 4
K = (NS1UP - NSTAHI) / NL'UYN
"HUE, (6, 6 OH)
DU 1 38 1 = 1 ,K
RfAD (4) ICYCTF, (YNtWU), J=1,NJ)
READ (4) COEXTCN). VEXT(N), N=1,NC)
WR1FI- (6,f>10) 1CYCIP, KNbwU), iNFW(50), YNtt*(30), KNFXJO),
* YNEi»(114), OEXT(b^), Ot.XK50), OFXT(JO), Ot.XT(KI).
* OEXT(l)
UN CONTINUE
bOO
502
bOO
6U2
b04
bOb
608
falO
t-OPMAT SlAItMEMfc
»*«»*»t***»*»***»*****tt*»****»**t*«**»»t»t*»*«*»»*******
PUPMAT (20A4)
FORMAT (IbIS)
FORMAT (1H1///
« 1H 20A4, 10X, J7H FEDtRAL WATER yUALIIY ADMI N J Kl R AT ION /
* 1H 20A4,10X,3?H NET FLOt>,S AND HYDRAULIC .SUMMARY/
* 1 H 20A4/1H ?OA4////)
fOHMATlBHH ******** FROM HYDRAULICS PROGRAM ********
t CYCLES PER TIMt INltCVAL IN/
*B7H iTARI CYCLE. S10P CYCLE TIME 1NTFRVAL
* QUALITY PROGRAM//
»1H 17, I 14 ,F1 1 ,0,9H SECONDS, 1CIX, 16, 17X.F9. 7. 7H HOUR
FORMAT1119H * » » » t M.O
HYDRAULIC
QUALITY CYCIE
* * VELOCITY *
11HH CHANNEL
MIN. MAX.
119H NUMBER
(FPS) (FPS)
* * * CKUfafa-SFrHUNAL
NE1 F LOn MIN.
MIN. CAX.
(CFS) (CFS)
(SO. FT) (SO. FT)
*
»/
/////)
* * *
AREA »
MAX.
AVF:./
(CFb)
(SO. Fit/.
-),/,(lH 15,E!b.2,7F16.2.?F13.3,Flb.l,HJ.l,F12.1))
FORMAT (1H1,/// , IX.SOf 1 H«) , ' .SUMMARY OF JUNCTION HF.AUh *,bO(l
*H*),//// , 1 4X , ' JUNC 1 ION MINIMUM HEAD CYCLE UF MAXIMUM
» HEAD CYCLE OF AVERAGE HEAD UIJAL PANGE.' ,/,3ix, ' IFI ) • ,
*9X, 'OCCIIRF NCF:' ,9X, ' (F I ) ' ,9X , 'OCCUPFNCt •,9X,'(F1)',12X,' (F'l ) ' ,/ ,10
»X, 115(1 H-),/,(lH ,lbX,lJ,11X,F6.?,llX,14,10X,Fb.2,10X,I4,llX,Fb.?,
*10X,E6.2))
FORMAT ( 1 H I / / / 1 0 X , 30 ( 1 h * ) , ' CHECF HYDFAULIC EXTRACT TAPE
»30 ( 1H* ) ,//3X , 'CYCLE.' , IbX , 'HF ADS AT JUNCT 1 UhS ' , 3b X , ' F LOftfa IN CHAI.NF
*LS>,//14X,'l',7X,'50',bX,'i()',6X,>10',bX,'1l4',ieX,'hb',llX,'bO',
F'ORMAT (3X, I4,2X,b( ?X,Eb.2) ,BX,b(3X.F lu.2) )
-------
I * I j f 1 f j i
- 221 -
RETURN
END
C HESTHT
C****« *********»********»***»**»*************»+*+**» ****************************
SUBROUTINE RFSTRT
COMMON /CHAN/ AKU39). AREAU39), AREAH139). B(139), CLKNU39),
» CNU39). NJUNCU39.2) , U(139). RU39), VU39).
* VT(139)
COMMON /JUNC/ AREASU33), JPKTU33), NCHAN ( 1 3 3 , 5) , 01NU33).
* YM33), YTU3J)
COMMON /MISC/ ALPHA(HO), DELT. ICYC, INTPUN, NJ , NC, NCYC, 1NTPVL.
* NOPP.T, NCYCC, PERIOD, PUNCYC
If t ICYC.tO.NCYC) GO I'O 10
c»n ,»»,» » t » t **» t »»**«******* WRITE RESTART TAPE t »**»*»»»******»***»***** t»»t
PUNCVC = PIINCVC t INTPUN
WRITE (4) 1C1T, (V(J), YT(J), 0=1, NJ), (V(N), AREA(N), N=1.NC)
HE*]NU 4
GO 10 ^0
c»* t » *t m ,»». t .»»**», t»» ( »»4 PUNCH RESTART DECK ***************** t ***********
10 «K1TE (8,60) (J, Y(J), AREAS(J), 0 I N C J ) , ( NCH AN ( J , K ) , K= 1 , 5 ) , J= 1 , N J )
WRITE CB.bl) (N, CLEN(N), BIN), APEACN), R ( N ) ,
* CN(N), V(N), (NJUNC(N.K).K=1 ,2).N=1,NC)
'20 TZER02 = 1 / PERIOD
KTZEPO = TZER02
TZER02 = (T/3600.) - FLOAT ( KTZERO) * (PERIOD/3600.)
*RII£ (6,fc?) ICVC, TZEK02
30 CONTINUE
C****** ********************** PRINT RESTART DATA *****************************
C *************** JUNCTIONS »***»»*»*****»
WRITE (6,63)
*R1TE (6,64) (J, Y(J), AREAS(J), OIN ( J) , ( NCHAM J,K) , K=l ,b) , J=l ,NJ)
C »***»*«»»****»* CHANNELS »***» 4 *********
«RITE (6,65)
"RITE (6,66) (N, CLEN(N), b(N), AREA(N), CN(N), V(N),
* R(N), (NJUNC(N.K), K-1,2), N=1.NC)
C*»»********«*»»*****»**»****» FORMAT 6TA1EMENTS * 4 ***************** t *********
60 FORMAT (Ib, F10. 4. F10.0, F10.2, 515)
61 fOHMAT (15, 2FS.O, E9.1, FT. 2, F8.3, FB.5, 2J5)
62 FORMAT (1H1///5X, 'RESTART TAPE WAS LAST WRITTEN Al CYCLE ', 14 ,5X .'
* IZEHO FOH RESTARTING = '.FlO.7 )
63 fORMAl (1H1///
* 32H JUNCTION DATA FOR Rf STAhT DECK///)
64 FORMAl (8bH JUNCTION INITIAL HEAD SURFACE AREA INPUT-OUTPUT
* CHANNELS ENTERING JUNC T ION// ( 1 H , 1 6 , U 5 . 4 , H 7 . 0 , Kl 1 . 2 . 1 1 2 .
* 4Ih))
65 FORMAT (1H1///
* 31H CHANNEL DATA FOR RESTART DECK///)
66 FORMAT ( 97H CHANNEL LENGTH WIDTH AREA MANNING VELOCI
*TY HYD RADIUS JUNCTIONS Al ENDS//
»(1H 15,fll.O,F8.0,M0.1,t9.3,F10.5,F13.2, 123,16))
RETURN
END
-------
c
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
c
C
C
C
C
C
C
C
C
C
C
EN VlHU^FN '!
DYNAMIC v,
?, PJkurirCTICN AGFNCl
TRR Qi'AI.JTY MrPH,
l.O
SIMULATE. PtT.M'vAPK F.ST
*ATFh QUALITY
SECTION 2.0
PE:AD AND PREPARE INPUT DATA
SECTION 2.1
SET PROGRAM CONTROL OPTIONS
2.1.1 °PEN FILES AMD ARRAYS
DIMENSION NCV(5),CW(5),CINMAX(5),CINCR(5),CIM(5) , DM ASS (5)
DIMENSION CU(260),CD(260),YNEW(260) , VOLQ IN ( 1 60 ) , AREAS (160) ,
1 QNET(260) ,CEB8(260) ,VMEAN(260) ,
2 VSQRT(260) ,AREA(260) ,B(260) ,CLEN(260) ,CN(260) ,P(260)
DIMENSION FACTP(5,20) , N JSTRT ( 5 , 20 ) , N JSTOP (5 , 20 ) ,
1 RMSTRT(5,20),RMSTOP(5,20)
DIMENSION INCBC1 (25) ,INCBC2(25) ,VBC1 (25,5) ,VBC2(25,5)
DIMENSION NJUNC(260,2) ,CMASS ( 1 60 , 5 ) ,DPMASS ( 160 , 5 )
DIMENSION IPPT1 (10),IPRT2(10) ,LPPT1 ( 1 0 ) , LPHT2 ( 1 0 ) f IPLTK10),
1 IPT.T2(10) ,ISTAri(10) ,ISTAT2(10)
COMMON NSPF.C,DF,LTO,fnJMCON,NALPHA,NJ,KZOP,
1 NTIMES,CTIMF1 ,CTIME , TSRISE , TSSET
CQMMON/MANSTA/NJSTAT,JUNCST(50),ISTAT(5)
COMMON/ DPR T NT /KDELP1 , KDELP2 , KDELP3 , KDELPC , KDELP4 , KDELP5 ,KDELP6
1 KDELP8,KDELP9
COMMON /GROUP /MGROUP( 6) ,LGROUP(4) ,NGROUP(5)
COMMON /VwLO AD/CON (5, 7 5, 35), FLO (7 5, 35) ,INCF(75,35) ,NJVD(75),
1 NINCF(75) ,NPERF(75) ,NTYS(75) ,NZSN(75) ,KCLF ( 75 ) , KFK ( 75 )
COMMON /C IN PUT /C SPEC ( 160, 5) ,QINWQ{160),CPF(6),
1 WFLO(2,10) ,WCON(5,10) ,WLOAD(5,10) ,DELT01
oooooioo
00000200
00000300
00000400
00000500
00000600
00000700
00000800
00000900
00001000
00001100
00001200
00001300
00001400
00001500
00001600
00001700
00001800
00001900
00002000
00002100
00002400
00002500
00002600
00002700
00002800
00003100
00003200
00003300
00003500
00003600
00003800
00003900
00004000
00004100
00004200
00004300
00004400
00004500
00004600
00004700
00004800
00004900
00005000
00005100
00005200
00005300
00005400
00005500
00005600
00005700
00005800
00005900
00006000
00006100
- 222 -
-------
u*
6216
COMMON/PAP/CSAT,rDO,PFOXK,SODD,PHOTOK,PPSPM,CK1,CXT,AMUP,PHUP,
COMMPN/DISPF/OIN(160),DIFFK(260)
COMMON/CHAN/V(260),0(260),NCHAN(160,5)
COMMON /DENTTP/0-NM AX, DNBPK , DNDOBP , DNSTRT , THF.TON
COMMON/STND/JSTAN,YSTAN,KPLOP
COMMON/STAR/NPC(120),NOPRT(120),KTABlE(120),JPFT(120,30),KSL(120)
COMMON/A/GWAX(5),GMIN(5),NGJUNC(20),NGST(20),NGFND(20) ,
1 NGCON(20,5),NGCYC,NBRCON,NGINT(20)
COMMON/B/NDATA,DATA(3,5,16,3),RDATA(16),IMPOSE
COMMON/TRN/C(160,5),Y(160),TRNSC(5),LOGOP(5),DFULT(5),IADOP(5 ) ,
1 TADDTR(2),IDATRF,IADTRF,MLTTPF,LOGTPF,NUMC
COMMON/CWTARL/NZTDIS(6,4),ZTLOAD(5,6,4),ZTPCT(5,6,4),NZDIS(6) ,
1 ZLOAD(5,6) ,ZPCT(5,6) , ND J S ,CWLOAD ( 5 ) ,NTYPE,N7
COMMON/VWTABL/TCZT(6,4),TLKZT(5,6,4),ZCON(5,6,4),TCZ(6) ,
1 TLKZ(5,6),ZCON1(5,6),TCOUNT,TLBS(5),I SAN,I SIN,IN IN,IRUN
COMMON/ALPH/ALPHA(220),BLANKF(20)
CPMMON/HATFS/PATE(J60,7),WINDSP(160),WINDOX(160),SOD(160),
1 CHLORO(160),PHOTn(160),RESP(160),DFPTHP(160),ADEPTH(160),
2 THETAU5) , RM ( 1 Q ) , RXN (1 0 ) , DTD, TEMP
COMMON/FUNX/NCPNS(5),CO(5,5),FUNC(12,5),CLIMIT(5),NCHLO,NAMK,NPHO
1 NAD1,NAD?,NDO,NN03
COMMON/«INF/RMNPDE(160),FGSWO(99,5) ,FGSWA(99) , IWFSCY , ICYC , IGCF (5) ,
1 KSLACK,ifcF,IWFFCY,INODOR(99),NMODE,NODFP^(100,3)
CpMMON/HOPDEP/XORDEP(5),YORDER(5),POPDER(5)
COMMON/AGEOM/AVOL(160),ASUP(160),VOL(160),VMfcANJ(160)
EQUIVALENCE (AREAS,ASUR),(QINWQ,VOLQIN),(CN,DlFFK),
1 (YNEW,AREA)
REWIND 3
REWIND 4
REWIND 8
REWIND 09
REWIND 10
2.1.2 READ AND MANIPULATE HYDRAULIC AND NETWORK DATA
READ(5,103) (ALPHA(1),I=1,20)
WRITE(6,8601)
WRITE(6,8604) (ALPHA(I),1=1,20)
WRITE(6,8601)
READ(5,103)(ALPHA(I),I=41,80)
READ(5,103) HEADER
PEAD(5r40)NJ,NC,NSTART,NSTOP,NODYN,KZl,NZ2,NMPDE
READ(5,99892) NSFLD,NSE6B,NDURFL,NENDE
K = (NSTOP-NSTART)/NODYN
XK = FLOAT(K)
DO 6216 L=1,NC
VSQPT(L) = 0.0
VMEAN(L) = 0.0
CD(L) = 0.0
CONTINUE
DO 86 I =
(YNEW(J) ,J = 1,NJ)
ICYCTF,(YNEW(J),J=1,NJ)
(Q(N),V(N)/N=1,NC)
(Q(N),V(N),N=1,NC)
,NC
-S222
1,K
READ(4) ICYCTF
WRITE(3)
READ(4)
WRITE(3)
DO 6222 L=l
OL = ABS(V(L))
VMEAN(L) = VMEAN(L) t OL
VSQRT(L) = VSORT(L) •»- SQRT(QL)
CD(L) = CD(L) + ABS(0(L))
CONTINUE
0000620(
0000630(
0000640(
0000650<
00006601
00006701
00006801
00006901
00007001
00007101
0000720'
00007301
0000740
0000750
0000760
0000770
0000780
0000790
0000800
,0000810
0000820
0000830
0000840
0000850
0000860
0000870
0000880
0000890
0000900
0000910
0000920
0000930
0000940
0000950
0000960
0000970
0000980
0000990
0001000
0001010
0001020
0001030
0001040
0001050
0001060
0001070
0001080
0001090
0001100
0001110
0001120
0001130
0001140
0001150
0001160
0001170
0001180
0001190
000120C
000121C
000122C
- 223 -
-------
86 CONTINUE
DO 6224 L=1,NC
VMEAN(L) = VMEAN(L) /XK
VSORT(L) = VSORT(L) /XK
CD(L) = CD(M /XK
6224 CONTINUE
READC4) (ONET(N),N = 1 ,NC)
READ(4) (ALPHA(T),1 = 1,40),NJ,NC,DFLT,(CN(N),P(N) ,B(N),
1 CLFN(N),N=1,NC)
READ(4) (Y(J),AREAS(J),OIN(J),(NCHAN(J,K),K=1,5),J=1,NJ),
1 (AREACN), (NJUNCCN,!),1=1,2),N=1,NC)
REWIND 3
REWIND 4
C******* FIND THF SOUARF, OF THE AVERAGE SORT VELOCITY BY JUNCTION
DO 6228 J=l,NJ
OK = 0.0
00 = 0.001
DO 6226 K = l ,5
NCH = NCHAN(J,K)
IF (NCH.FO.O) GO TO 6226
OK = OK + VSOPT(NCH) * CD(NCH)
00 = 00 f CD(NCH)
6226 CONTINUE
VMEANJ(J) =(OK/00)**2
6228 CONTINUE
DELTO = DELT * FLOAT(NODYN)
DELT01 = DELTO / 3600.0
DTD = DELTQI/24.
C******* CALCULATE MEAN JUNCTION VOLUMES
359 DO 373 J=l,NJ
AVOL(J) = 0.0
ASUM =0.0
DSUM = 0.0
DO 371 K=l,5
IF(NCHAN(J,K).LE.O) GO TO 372
N = NCHAN(J,K)
ABAP = CLEN(N)*B(N)
ASUM = ASUM 4 ABAR
DSUM = DSUM + ABAR*R(N)
371 CONTINUE
372 DBAR = DSHM/ASUM
AVOL(J) = ASUR(J) * DBAR
TVOL = TVOL + AVOL(J)
CONTINUE
373
C
C****
C
2.1.3 READ INDEPENDENT CONTROL PARAMETERS
READ(5,103) HEADER
READ (5, 998 92) NRSTRT , INCYC , NOCYC , KZOP , KDCOP , NTAG
READ (5, 9907 3) CTTME1 , TSRISE , TSSET
C******* FACTORS TO ADJUST INITIAL CONCENTRATIONS AND
READ(5,99892)(NGROUP(I),I = 1 ,5)
READ (5, 998 92) (LGROUP ( I ) , 1=1 ,4)
READ(5,99892)(MGROUP(I),I = 1 ,5)
C******* VARYING WASTE FLOW AND CONC CONTROL *******
RE AD (5, 998 92) NJVD1S , IS AN , I SIN , IN IN , IRUN
C
2.1.4 READ PRINTOUT CONTROL PARAMETERS
WASTE LOADS
00012300
00012400
00012500
00012600
00012700
00012800
00012900
00013000
00013100
00013200
00013300
00013400
00013500
****00013600
00013700
00013800
00013900
00014000
00014100
00014200
00014300
00014400
00014500
00014600
00014700
00014800
00014900
00015000
00015100
00015200
00015300
00015400
00015500
00015600
00015700
00015800
00015900
00016000
00016100
00016200
00016300
00016400
00016500
00016600
00016700
00016800
00016900
00017000
00017100
00017200
****00017300
00017400
00017500
00017600
00017700
00017800
00017900
00018000
00018100
READ(5,103) HEADER 00018200
READ(5,40)KDELP1 , KDELP2,KDELP3,KDELPC,KDFLP4,KDFLP5,KDELP6,KDELP8,0001 8300
- 224 -
-------
1 KDELP9
PEAD(5,9989?) IWPITF,, MSPEC
C******* READ SUMMARY OUTPUT CONTROL
READ (5,103) HEADER
READ (5,99892) NSUM1
IF (NSUM1.EQ.O) GO TO 112
DO 112 N=l,NSUM1
READ (5, 40) IPPTl(N), LPRTKN), IPLTl(N), ISTATl(N)
112 CONTINUE
READ (5,99892) NSUM?
IF (NSUM2.EO.O) GO TO 114
DO 114 N=1,NSUM2
READ (5, 40) TPPT2CN), LPRT2CN), IPLT2CN), ISTAT2(N)
114 CONTINUE
' READ (5,99892) NJSTAT,(ISTAT(I),1=1,5)
IF (NJSTAT.GT.O) READ (5, 40) (JUNCST(N), N=l,NJSTAT)
v.******* READ CYCLES FOR SLACK WATER AND SNAPSHOT PRINTOUTS *******
t READ (5,103) HEADER
KTABLE(1)=0
i 1 = 0
65421 CONTINUE
j
READ(5,192) NPCm,NOPRT(I),KSL(I),KTABLE(l)
"* iF(NPCd).FO.O) GO TO 65427
J IF(KSLd) .GT.O) GO TO 65423
c******* READ SNAPSHOT JUNCTIONS FOR PRINTOUT *******
«•» NOP=NOPRT(I)
^ READ(5,192) (JPPT(I,J),J=1,NOP)
GO TO 65425
^55423 CONTINUE
-******* SET SLACK WATER JUNCTIONS FOP PRINTOUT *******
*•* CALL SWTABL(I,0)
65425 CONTINUE
^ GO TO 65421
US5427 CONTINUE
NPCYC=I-1
^.c******* DATA TRANSFORMATION *******
READ(5,99892) (IADDTP(I),1=1,2),(IADOP(K),K=1,5)
PEAD(5,55001) MLTTPF,(DMULT(K),K=1,5)
READ(5,99892) LOGTRF,(LOGOP(K),K=1,5)
IADTRF = lADDTR(l) + IADDTP(2)
^» IDATRF = IADTRF + MLTTRF + LOGTRF
NUMC = lADDTR(j)
™« IF (IADDTR(2).GT.NUMC) NUMC=IADDTR(2)
^^I******* PRINT PROGRAM CONTROL INFORMATION *******
WRlTE(6,105) (ALPHA(I),I=1,80)
rm WRITE (6,806) CTIME1,TSRISE,TSSET
IF(KDELPl.NE.O) GO TO 143
^ wRiTE(6,i06) NSTART,NSTOP,DELT
WRITE(6,107)NRSTRT,INCYC,NOCYC,KDCOP,DELT01,NSFLD,NSEBB,NDURFL,
** 1 NENDE
«*143 CONTINUE
CALL RMILES
«*<:******* ORDER AND PRINT DATA TRANSFORMATIONS *******
IF(IDATRF.EO.O) GO TO 11334
WRITE(6,11335)
m KADTRF = IADTRF
L = 0
•^1330 CONTINUE
L = L •»• 1
"• IF (MLTTRF.NE.L) GO TO 11331
0001840C
0001850C
0001860C
0001870C
0001880C
0001890C
0001900C
0001910C
0001920(
0001930(
0001940(
0001950(
00019601
00019701
00019801
00019901
00020001
00020101
00020201
00020301
0002040'
0002050-
0002060
0002070
0002080
0002090
0002100
0002110
0002120
0002130
0002140
0002150
0002160
0002170
0002180
0002190
0002200
0002210
0002220
0002230
0002240
0002250
0002260
0002270
0002280
0002290
0002300
0002310
0002320
0002330
0002340
0002350
000236C
000237C
0002380
000239C
000240C
000241C
000242C
000243C
000244C
- 225 -
-------
WPITEC6, 1 1 337) L, (DMULT(K) ,K = 1 ,5) 0002450C
GO TO 11330 0002460C
11331 CONTINUE 0002470C
IF (LOGTRF.NF.L) GO TO 11332 0002480C
VKPIT&(6, 11338) L, (LOGOP(K) ,K = 1 ,5) 0002490C
GO TO 11330 0002500C
11332 CONTINUE 0002510C
IF (KADTFF.EO.O) GO TO 11333 0002520C
WRITECb, 11336) I, , ( I ADDTR ( I ) , 1 = 1 , 2 ) , ( I ADOP ( K ) , K = l , 5 ) 0002530C
KADTRF = 0 0002540C
GO TO 11330 0002550C
11333 CONTINUE 0002560C
IF (L.LT.4) GO TO 11330 0002570C
11334 CONTINUE 00025800
C 00025900
C**** 2.1.5 READ PLOTTER CONTROL PARAMETFPS 00026000
C 00026100
READ(5,103) HEADER 00026200
READ (5, loooi) NGCYC, MGCYC,NDATA,NDACYC,KPLOP, CCGMAXCD ,GMIN(I)) ,1=00026300
1 1,5) 00026400
IF (NDATA.EO.O) MDAC YC=240000 00026500
C******* STATION TIME PLOTS ******* 00026600
DO 97653 1=1 ,5 00026700
GMAX(I )=GMAX(I)-.01 00026800
97653 CONTINUE 00026900
IFCNGCYC.EQ.O) GO TO 10442 00027000
DO 10002 1=1, NGCYC 00027100
READ (5, 1000 3) NGJHNC(T) , NGST(I) ,NGFND(I) ,NGINT(I) , (NGCON(I,J) , 00027200
t J=l,5) 00027300
10002 CONTINUE 00027400
IFCKDELP1 .NE.O) GO TO 10007 00027500
WPITfc(6, 10004) NGCYC , 00027600
DO 10005 1=1, NGCYC 00027700
WPITEC6, 10006) NGJUNCCI) , NGST ( I ) , NGEND ( I ) ,NGINT(I) , 00027800
1 (NGCON(I,K) ,K=1,5) 00027900
10005 CONTINUE 00028000
GO TO 10007 00028100
10442 CONTINUE 00028200
IFCKDELP1 .MF.O) GO TO 10007 00028300
WRITE(6, 10441) 00028400
10007 CONTINUE 00028500
C******* SLACK WATER PROFILE PLOTS ******* 00028600
IF(MGCYC.EO.O)GO TO 83472 00028700
READ(5,99fl92) ( IGCF ( ITB ) , ITB=1 , 5 ) 00028800
IWF=0 00028900
C******* OBSERVED DATA FOR PROFILE PLOTS ******* 00029000
READ (5,103) HEADER 00029100
IF(NDATA.EO.O)GO TO 83473 00029200
PEAD(5,42) (RDATA(I) ,I=1,NDATA) 00029300
NP = 2**NMODE - 1 00029400
DO 56610 L=1,NP 00029500
READ(5,103) HEADER 00029600
DO 82671 1=1,3 00029700
DO 82672 J=l ,5 00029800
READ(5,42) (DATA(I,J,K,L),K=1,NDATA) 00029900
82672 CONTINUE 00030000
82671 CONTINUE 00030100
56610 CONTINUE 00030200
GO TO 83473 00030300
83472 CONTINUE 60030400
IF(KDELPl.NE.O) GO TO 83473 00030500
- 226 -
-------
WPITE(6,83474)
CONTINUE
C
C****
C
READ(5,103) (ALPHA(I),I=1,20)
WRlTE(6,8600)
WRITE(6,8604) (ALPHA(I),1=1,20)
WRITE(6,8601)
2.2.1 DEFINE AND LINK QUALITY CONSTITUENTS
25
000306C
83473 CONTINUE 000307C
C j 000308C
C*****$$****************************************************************000309C
C SECTION 2.2 000310C
C DEFINE WATER QUALITY INTERACTIONS 000311C
C*^*********************************************************************000312C
C 000313C
000314(
000315(
000316(
000317C
000318(
000319C
000320(
00032K
000322(
000323<
0003241
0003251
0003261
0003271
0003281
000329"
0003301
0003311
0003321
000333'
0003341
000335!
0003361
0003371
0003381
0003391
0003401
000341'
000342
000343
000344
000345
000346
000347
000348
000349
000350
000351
000352
000353
000354
000355
000356
000357
000358
000359
000360
000361
000362
000363
000364
000365
000366
READ(5,103) HEADER
READ(5,99892) NUMCON,NOPT,NSSAT,NITPOP
NBRCON = NUMCON
1 IF(NBRCON.EO.O) NBPCON=5
IF(NBPCON.GT.NUMC) NUMC=NBRCON
* NALPHA = 120 + NBRCON*20
* READ(5,103) (ALPHA(I),1=121,NALPHA)
IF(NUMCON.NE.O) GO TO 25
*C******* SET DEFAULT CONSTITUENT COEFFICIENTS AND LINKS
t NUMCON = 5
CALL LINK
,„ GO TO 26
CONTINUE
READ IN CONSTITUENT COEFFICIENTS AND LINKS *******
READ(5,192) (NCONS(K),K=1,5),NCHLO,NAMM,NPHO,NAD1,NAD2,NDO,NN03
DO 41 K=l,NUMCON
READ(5,42) (C0(I,K),1=1,5)
CONTINUE
DO 43 K=l,NUMCON
READ(5,42) (FUNC(I,K),1=1,12)
CONTINUE
READ(5,110) (CLIMIT(K),K=1,NUMCON)
CONTINUE
READ(5,20092) NTCYC1,NTCYC2,TEMP
C******* WRITE OUT CONSTITUENT COEFFICIENTS AND LINKS *******
WRITE(6,39) NUMCON
WRITF(6,643RO) (ALPHA(I),1=121,NALPHA)
WRITE(6,1164)
DO 1165 K=l, NIJMCON
WRITE(6,1166) K,(CO(I,K),I=1,5)f(FUNC(I,K),1=1,12)
1165 CONTINUE
WRITE(6,81) NTCYC1,NTCYC2,TEMP
2.2.2 READ CONSTITUENT DECAY RATES
41
43
26
READ(5,103)
ND = NNQ3 +
TF(ND.EQ.O)
HEADER
NDO
GO TO 27
27
WRITE(6,1160)
CONTINUE
WC******* INITIALIZE DECAY ARRAYS
_ CALL DKTABLU ,NJ,NUMCON)
** DECAY LOOP TO SET REACTION FATES AND PAPAMFTERS *******
DO 46 K=l,NUMCON
READ(5,55001) ND,THETA(K)
IF(NCONSCK).EQ.O) GO TO 46
- 227 -
-------
310
320
330
340
350
1001
360
370
IFCND.GT.OI GO TO 1001
SET DEFAULT DECAY PATES ******
GO TO (310, 320, 330, 340, 350), K
CONTINUE:
CALL NOPGDK( 1 ,K,NJ)
PFADC5, 55001 ) ND,THFTA(7)
iF(ND.Fo.o) CALL NORGDK (2,7,Nj>
IF(ND.NF,.0) CALL R ATKI N ( 7 , N J , ND )
GO TO 46
CONTINUE
CALL NITRIF(K,NITPOP,NJ,NMnnE)
GO TO 46
CONTINUE
CALL NU3DK(K,NJ)
GO TU 4ft
CONTINUE
K,NJ)
NP,THFTA(6)
CALL CBODDKU
READ(5,S5001 )
IF (ND.FO.O) CALL CBODDK ( 2 , 6 , N J )
IF(ND.NE.O) CALL P ATFI N C 6 , N J , NO )
GO TO 46
CONTINUE
CALL DORHDGCl ,K,MJ,NMPDE)
GO TO 46
** PF.AD IN REACTION PATES *******
CONTINUE
CALL PATETM(K,NJ,ND)
** CHECK FOR SPECIAL FUNCTIONS *******
iFCK.Nt.NADl) GO TO 360
READ(5, 55001 ) ND,THETA(6)
IF(ND.EQ.O) CALL CBODDK ( 2 , 6 , N J )
IF(NO.NE.O) CALL R ATEI N ( 6 , N J , ND )
CONTINUE
TF(K.NE.NAn2) GO TO 370
READC5, 55001) ND,THETA(7)
IF(ND.LO.O) CALL NORGDK ( 2 , 7 , N J )
IF(ND.NE.O) CALL P ATEIN ( 7 , N J ,ND )
CONTINUE
TF(K.EQ.NDO) CALL POBUDG ( 2 , K , N J , NMQDE )
IFCFUNCC7 ,K) .NE.O) CALL NQRDR ( 1 , K , N J , 0 , 0 )
IF(FUNC(8,K).NE.O) CALL ALGUPT
IF(FUNC(9,K-) .NE.O) CALL ALGUPT
lF(FUNC(l ?,K) .F.0.0) GO TO 380
READ(5,b01 ) DNMAX,DNTBRK,DNDOBR,DNSTPT,THETDN
WRITE (6,1 805) DNSTPT,DNSTRT,ONDOBP,DNBPK ,DNDOPP,DNMAX,THFTDN
CONTINUE
CONTINUE
END OF DECAY LOOP *******
PRINT AND ADJUST DECAY RATES
380
46
C*******
C
c**** 2.2
C
C******* PRINT TABLE OF DECAY
IF(NDO.EQ.O) GO TO 8299
CALL DKTABL(2,NJ,NUMCON,20
GO TO 8300
8299 CONTINUE
CALL DKTABL(3,NJ,NUVCONS20
8300 CONTINUE
C******* CORRECT RATES TO INITIAL
DO 6442 K=1,NUVCON
IF(NCONSCK).FQ.O) GO TO 6442
PATES AT 20 C *******
0)
0)
TEMPERATURE
00036700
00036800
00036900
00037000
00037100
00037200
00037300
00037400
00037500
00037600
00037700
00037800
00037900
00038000
00038100
00038200
00038300
00038400
00038500
00038600
00038700
00038800
00038900
00039000
00039100
00039200
00039300
00039400
00039500
00039600
00039700
00039800
00039900
00040000
00040100
00040200
00040300
00040400
00040500
00040600
00040700
00040800
00040900
00041000
00041100
00041200
00041300
00041400
00041500
00041600
00041700
00041800
00041900
00042000
00042100
00042200
00042300
00042400
00042500
00042600
00042700
- 228 -
-------
IF(THETACK).NE.l.0) CALL TEMPCP(K,NJ,TEMP,20.0,THETACK))
IF(K.EQ.NDO) CALL DOBUDG(3,K,NJ,NMODE)
IF(FUNC(10,K).EO.O) GO TO 6440
IF(THETA(6).NE.l.0) CALL TEMPCP(6,NJ,TEMP,20.0,THETA(6))
6440 CONTINUE
IF(FUNC(11,K).EO.O) GO TO 6441
IF(THETA(7).NE.1.0) CALL TEMPCPC7,NJ,TEMP,20.0,THETA(7))
6441 CONTINUE
IF(FUNC(12,K).NE.O) CALL DENlT(l)
*6442 CONTINUE
C******* PRINT TABLE OF DECAY PATES AT AMBIENT TEMPEPATURE *******
IF(KDELP2.NE.O) GO TO 703
IF(NDO.EQ.O) GO TO 702
1 CALL DKTABL(2,NJ,NUMCON,TEMP)
i GO TO 703
702 CONTINUE
' CALL DKTABL(3,NJ,NUMCON,TEMP)
,703 CONTINUE
C******* CORRECT PATES TO INTERNAL UNITS *******
„ DO 704 K=1,NUMCON
IF(NCONS(K).EO.O) GO TO 704
J IF(K.EQ.NDO) CALL DQBUDGU,K,NJ,NMODE)
IF(FUNC(10,K).NE.O) CALL INUNIT(1,6,NJ)
11 IF(FUNC(H ,K).NE.O) CALL INUNIT (1 , 7 , NJ)
j IF(FUNC(7,K).EO.O) CALL INUNITC1,K,NJ)
704 CONTINUE
0004280
0004290
0004300
0004310
0004320
0004330
000434C
000435C
000436C
000437C
000438C
000439C
000440C
000441C
000442(
000443C
000444(
000445<
0004461
0004471
0004481
0004491
0004501
00045H
0004521
0004531
r%C 0004541
C***********************************************************************000455<
"^C SECTION 2.3 000456'
C SPECIFY WASTEWATER AND TRIBUTARY LOADS 000457'
C***********************************************************************Q00458i
0004591
READ(5,103) (ALPHA(I),I=1,20)
IF (KDELP3.NE.O) GO TO 212
WRITE(6,8600)
WRITE(6,8604) ( ALPHAU ) , 1 = 1 , 20)
WRITE(6,8601)
CONTINUE
U
212
'C
c****
5218
2.3.1 READ FACTORS TO ADJUST INPUT LOADINGS BY ZONE AND TYPE
READ(5,103) HEADER
CALL WWADJd,NUMCON,NJ,0,0,0)
MG = 0
DO 5218 I=1,NUMCON
MG = MG -f MGROUP(I)
CONTINUE
IF(MG.NE.O) CALL WWADJ(2,NUMCON,NJ,0,0,0)
C**** 2.3.2 READ, ADJUST, AND PRINT CONSTANT INPUT LOADS
(*"*"* p
w READ(5,103) HEADER
CALL CWASTF(1,NUMCON,NJ,0,0)
^C******* CHECK FOP RESTART CSPEC ON UNIT 8 *******
IFCKZOP.EQ.2) KDELP3=2
** IF(KZOP.NE.O) CALL CWASTEC 3 , NUMCON , N J , 0 , 0 )
^C******* ADD AVERAGE UPSTREAM BOUNDARY LOAD TO CONST WASTE TABLE
KDELP3=1
«- CALL CWASTE(2,NUMCON,NJ,0,0)
C
2.3.3 ANALYZE CONSTANT INPUT LOADS BY TYPE AND ZONE
0004601
0004611
000462'
000463'
000464
000465
000466
000467
000468
000469
000470
000471
000472
000473
000474
000475
000476
000477
000478
000479
000480
000481
000482
000483
*****000484
000485
000486
000487
000488
- 229 -
-------
IF(KDELPC.EO.O) CALL CWASTE(4,NUMCON,NJ,NZ1,NZ2)
C
C**** 2.3.4 READ AND PRINT VARYING INPUT LOADS
C
READ(5,103) HFADER
IF(NJVDIS.EO.O) GO TO 205
CALL VV»A5TF(1 , NIJVCON , NJVDIS , NZ1 ,NZ2)
C
C
C
2.3.5 ANALYZE VARYING INPUT LOADS BY TYPE, ZOhF, AND PERIOD
IFCKDELPC.F.Q.O) CALL VW ASTE (2 ,NUMCQN , NJVDIS , NZ1 , NZ2 )
CONTINUE
0004890(
0004900C
0004910C
0004920C
0004930C
0004940C
0004950C
0004960C
0004970C
00049800
00049900
00050000
00050100
00050200
205
C
c***********************************************************************oooso3oo
C SECTION 2.4 00050400
C SPECIFY WATER QUALITY BOUNDARY CONDITIONS 00050500
C***********************************************************************00050600
C 00050700
00050800
00050900
00051000
00051100
00051200
00051300
00051400
00051500
00051600
00051700
00051800
00051900
00052000
00052100
00052200
00052300
00052400
00052500
00052600
00052700
00052800
00052900
00053000
00053100
00053200
00053300
00053400
00053500
00053600
00053700
00053800
00053900
00054000
00054100
00054200
00054300
00054400
00054500
******* 00054600
00054700
00054800
00054900
READ(5,103) (ALPHA(I),1=1,20)
IF (KDELP4.NF.O) GO TO 8751
WRITE(6,8600)
WRITE(6,8604) (ALPHA(I),1=1,20)
WRITE(6,8601)
8751 CONTINUE
C
C**** 2.4.1 READ BOUNDARY CONTROL PARAMETERS
C
READ(5,7000)(ALPHA(I),I=1,3),CRF(6),(CRF(I),I=1,5),
1NSPEC,IVBC1,IVBC2,IVBC3
C
C**** 2.4.2 READ AND SET SEAWARD BOUNDARY CONCENTRATIONS
C
C******* BOUNDARY CONCENTRATION FOR NODE 1 *******
NPBC1 = 0
DO 58305 I=1,IVBC1
READ(5,55001) INCBCl(I),(VBC1(I,K),K=l,NUMCON)
NPBC1 = NPBC1 + INCBCHI)
DO 58306 K=1,NUMCON
VBC1U,K) = VBC1(I,K) * CRF(K)
58306 CONTINUE
58305 CONTINUE
KBCI1 = 1
KBCC1 = 0
58310 CONTINUE
C******* BOUNDARY CONCENTRATION FOR NODE 2 *******
NPBC2 = 0
DO 58315 Isl,IVBC2
READ(5,55001) INCBC2(I),(VBC2(I,K),K=1,NUMCON)
NPBC2 = NPBC2 + INCBC2CI)
DO 58316 K=1,NUMCON
VBC2(I,K) = VBC2(I,K) * CPF(K)
58316 CONTINUE
58315 CONTINUE
KBCI2 = 1
KBCC2 = 0
58320 CONTINUE
C******* SET INITIAL SEAWARD BOUNDARY CONCENTRATIONS
DO 354 K=l,NUMCON
CINCP(K) = 0.0
CIN1(K) = VBC1(1,K)
- 230 -
-------
354
C
58365
J 58360
C
%C****
-. 190
58370
191
C
C
C
CINMAX(K) = VBC2f1,K)
CONTINUE
2.4.3 HEAD AND SET UPSTREAM BOUNDARY LOAD
NJVDIS = NJVDTS + 1
J r NJVDIS
L = 76
IF(NMODF..E0.2) T, = 141
NJVD(J) = L
NINCF(J)=IVBC3
NPERF(J)=0
KCLF(J) = 1
KFK(J) = 0
READ(5,5b001 ) (TN'CF(J,K) ,FLO(J,K) , (CON(I,J,K) ,1 = 1 ,5) ,K = 1 , IVBC3)
DO 58360 Ksl,IVBC3
FLO(J,K)=FLO(J,K)*CPF(6)
N.PERFC J)=NPFPF( J) t INCF(J,K)
DO 58365 Is],NUMCON
CON(J,J,K)=CON(T,J,K)*CRF(I)
CONTINUE
CONTINUE:
2.4.4 PRINT BOUNDARY CONDITIONS
IF(KDELP4.NF.O) GO TO 191
II = 1
III = 0
WRITE (6,188) NPBC1
DO 181 I=1,IVBC1
II = II + III
WRITE(6,4995) TI,INCBC1(I),(VBCt(I,K),K=1,NUMCON)
III = INCBCKI)
CONTINUE
II = 1
III = 0
WRITE (6,189) NPBC2
DO 190 I=1,IVBC2
II = II + III
WRITE(6,4995) IT,INCBC2(I),(VBC2(I,K),K=1,NUMCON)
III = INCBC2CI)
CONTINUE;
WRITE(6,7079)
WRITE (6, 707 2) !,, (ALPHA(I) ,1=1,3) ,NPERF(J)
Til = 0
DO 58370 K=1,IVBC3
II = II + III
WRITE(6,7078)TI,INCF(J,K),PLO(J,K),(CON(I,J,K),1=1,NUMCON)
III = INCF(J,K)
CONTINUE
CONTINUE
SECTION 2.5
PRINT HYDRAULIC INPUTS
000550C
000551C
000552C
000553C
000554C
000555(
000556(
000557(
000558(
000559*
0005601
00056K
0005621
0005631
0005641
0005651
000566'
000567'
000568
000569
000570
000571
000572
000573
000574
000575
000576
000577
000578
000579
000580
000581
000582
000583
000584
000585
000586
000587
000588
000589
000590
000591
000592
000593
000594
000595
000596
000597
000598
000599
000600
000601
000602
000604
000605
^* PRINT NETWORK AND HYDRAULIC PARAMETERS *******
IF(KDELPS.NE.O) GO TO 79
IFCNJ • NC)72,72,70
000607
000608
000609
000610
- 231 -
-------
70 CONTINUE
Ml = NC
N2 = NJ
GO TO 74
72 CONTINUE
Nl = NJ
N2 = NC
WRITE(6,S600)
WRITE(6,8576)
WRITK(6,8601 )
74 CONTINUE
WRITE (6,1 Q6) (N,CLEN(N),6(N) , APFA (N ) , CN (N ) , QNET (N )
1 R(N), (NJUNC(N,K) ,K=1,2),N,QIN(N),Y(N),(NCHAN(N,I),I=1,5),N=1,
Nl s Nl + 1
IF(NJ - NC)76,79,78
78 CONTINUE
WRITE (6, 195) (J,QIN(J),Y(J), (NCHAN(J,K) ,K=1,5),J=N1 ,N2)
GO TO 79
76 CONTINUE
WRITE (6 ,194) (N,CLEN(N) , R (N ) , AREA ( N ) ,CN (N ) ,QNET(N
1 R(N) , (NJl.INC(N,K) ,K = 1,2) ,N = N1 ,N2)
79 CONTINUE
C
C*******************************************************************
SECTION 2.6
SPECIFY INITIAL WATER QUALITY CONDITIONS
C
C
READ(5,103) (ALPHA(I) ,1=1 ,20)
WRITE(6,8600)
WRITE(6,8604) ( ALPHA ( I ) , 1=1 , 20 )
WRITE(6,8601)
C
C**** 2.6.1 READ INITIAL CONDITIONS
C
C******* CHECK FOR RFSTAPT 1C ON UNIT 8 ***
IF(KZOP.EQ.O) GO TO 64350
READ(8) ((C(J,K),K=1 ,NUMCON) ,J=1 ,NJ)
GO TO 8651
64350 CONTINUE
c******* READ INITIAL WATER QUALITY CONDITIONS BY NODES
RE AD (5, 200) JJ,(C(1,K),K=1 , NUMCON)
IF(JJ.NE.NJ) GO TO 8650
DO 8649 J=2,NJ
DO 8648 K=1,NUMCON
C(J»K) = C(1,K)
8648 CONTINUE
8649 CONTINUE
GO TO 8651
8650 CONTINUE
DO 126 J=2,NJ
READ (5,200) JJ, (C ( J , K) ,K=1 ,NU«CON )
IF (JJ-J) 128,126,128
128 CONTINUE
WRITE (6,204) JJ,J
CALL EXIT
126 CONTINUE
8651 CONTINUE
C
c**** 2.6.2 DUPLICATE CONSTITUENT CONCENTRATIONS
C
00061100
00061200
00061300
00061400
00061500
00061600
00061700
00061800
00061900
00062000
00062100
, 00062200
Nl) 00062300
00062400
00062500
00062600
00062700
00062800
00062900
), 00063000
00063100
00063200
00063300
****00063400
00063500
00063600
****00063700
00063800
00063900
00064000
00064100
00064200
00064300
00064400
00064500
00064600
00064700
00064800
00064900
00065000
00065100
00065200
00065300
00065400
00065500
00065600
00065700
00065800
00065900
00066000
00066100
00066200
00066300
00066400
00066500
00066600
00066700
00066800
00066900
00067000
00067100
- 232 -
-------
3010
3015
3020
'3025
'3030
J3035
*3040
^3045
,^3050
^3065
3000
IF (NOPT.EO.O) GO TO 3000
GO TO (3010,3020,3030,3040,3050,3060),NOPT
CONTINUE
DO 3015 J=t,NJ
DO 3015 K=2,NUMCON
C(J,M = C(J,1)
CSPEC(J,K) = CSPEC(J,I)
CONTINUE
GO TO 3000
CONTINUE
DO 3025 J=1,NJ
DO 3025 K=3,NUMCON
CCJ,K)= C(J,2)
CSPEC(J,K) = CSPEC(J,2)
CONTINUE
GO TO 3000
CONTINUE
DO 3035 J=l,NJ
DO 3035 K=4,NUMCON
C(J,K) = C(J,3)
CSPEC(J,K) = CSPEC(J,3)
CONTINUE
GO TO 3000
CONTINUE
DO 3045 J=1,NJ
C(J»5)=C(J,4)
CSPECCJ,5) = CSPEC(J,4)
CONTINUE
GO TO 3000
CONTINUE
DO 3055 J=1,NJ
DO 3055 K=3,4
C(J,K) = C(J,5)
CSPEC(J,K) = CSPEC(J,5)
CONTINUE
GO TO 3000
CONTINUE
DO 3065 J=1,NJ
DO 3065 K=1,NUMCON
C(J,K) = C(J,4)
CSPEC(J,K) = CSPEC(J,4)
CONTINUE
CONTINUE
2.6.3 READ FACTORS AND ADJUST INITIAL CONCENTRATIONS
READ(5,103) HEADER
DO 222 I=1,NUMCON
TF(NGROUP(I).F,0.0) GO TO 222
NG=NGROUP(I)
IF(NG.GT.IOO) GO TO 218
READ(5,5220) (FACTR(I,K),NJSTRT(I,K),NJSTOP(I,K),K=1,NG)
GO TO 222
CONTINUE
NG=NG-100
READ(5,221) (FACTP(I,K),RMSTRT(I,K),RMSTOPCI,K),K=1,NG)
NG=NG + 100
CONTINUE
DO 238 1=1,NUMCON
IF(NGROUP(I).EQ.O) GO TO 238
NG=NGROUP(I)
0006720
0006730
0006740
0006750
000676C
000677C
000678C
000679C
000680C
000681C
000682C
000683C
000684C
0006«5C
000686C
000687C
000688C
000689C
000690C
00069K
000692(
000693(
000694(
000695(
000696(
0006971
0006981
000699(
000700(
00070K
0007021
000703<
000704(
0007051
0007061
0007071
000708<
0007091
0007101
0007111
0007121
000713"
0007141
0007151
0007161
0007171
0007181
0007191
000720'
000721'
000722
000723
000724
000725
000726
000727
000728
000729
000730
000731
000732
- 233 -
-------
231
232
233
234
235
236
238
C
C****
C
283
C
C
Q
C
C
8103
8104
357
IF(NG.GT.IOO) GO TO 233
DO 232 K=l,NG
NJ1=NJSTRT(I,K)
NJ2=NJSTOP(I,K)
DO 231 J=NJ1,NJ2
C(J,l)=C(J,I)*FACTR(I,K)
CONTINUE
CONTINUE
GO TO 238
CONTINUE
NGsNG-100
DO 236 K=1,NG
M1=RMSTRT(I,K) +
M2=RMSTOP(I,K)-0
DO 235 M=M1,M2
DO 234 N = l,3
0.5
5
IF(L.EQ.O) GO TO 234
C(L,I)=C(L,I)*FACTR(I,K)
CONTINUE
CONTINUE
CONTINUE
CONTINUE
2.6.4 PRINT INITIAL QUALITY CONCENTRATIONS
WRITE(6,241)
DO 283 J = l,NJ
WPITE(6,282)
CONTINUE
J,QINV»Q(J) , CC(J,K) ,CSPEC(J,K) ,K = 1 ,NUMCON)
SECTION 2.7
INITIALIZE VARIABLES FOR SIMULATION
2.7.1 INITIALIZE COUNTERS AND FLAGS
DO 8104 I=1,NUMCON
DO 8103 J=1,NJ
DPMASS(J,I) = 0.0
CONTINUE
CONTINUE
TVOL = 0.0
IIP = 1
KK = 0
NTIMES = 0
CTIME = CTIME1
IF(MSPEC.EQ.O) MSPEC=NSPEC
NSl = 1
NS2 = 1
NCOUNT = 0
NTEMP s NSTOP - NODYN
DO 358 N=1,NC
IF(NJUNC(N,1)-NJUNC(N,2))358,358,357
CONTINUE
KEEP=NJUNC(N,1 )
NJUNC(N,1)=NJUNC(N,2)
NJUNC(N,2)=KEEP
0007330C
0007340C
0007350C
0007360C
0007370C
0007380C
0007390C
0007400C
00074100
00074200
00074300
00074400
00074500
00074600
00074700
00074800
00074900
00075000
00075100
00075200
00075300
00075400
00075500
00075600
00075700
00075800
00075900
00076000
00076100
00076200
00076300
00076500
00076600
00076800
00076900
00077000
00077100
00077200
00077300
00077400
00077500
00077600
00077700
00077800
00077900
00078000
00078100
00078200
00078300
00078400
00078500
00078600
00078700
00078800
00078900
00079000
00079100
00079200
00079300
- 234 -
-------
358 CONTINUE
C
c**** 2.7.2 CALCULATE INITIAL VOLUMES AND MASSES
C
C******* CORRECT VOLUMES FOR INITIAL STARTING CONDITIONS *******
774 CONTINUE
READ(3) ICYCTF,(YNEfc(J),J=1,NJ)
TF(ICYCTF-NRSTRT)775,776,776
CONTINUE
READ(3) (0(N),V(N) ,N=1,NC)
GO TO 774
CONTINUE
DO 780 J=l,NJ
VOL(J) =AVOL(J) + ASUR(J)*(YNEW(J)-Y(J))
Y(J) = YNEW(J)
CONTINUE
1=** CALCULATE INITIAL MASS *******
DO 378 J=1,NJ
DO 377 K=l,NUMCON
CMASS(J,K)= C(J,K) * VOL(J)
CONTINUE
CONTINUE
775
776
780
PREPARE INFLOWS AND LOADS
i *
r%
I..*
,"«!
\jt
377
378
C
C**** 2.7.3
C
C******* SUBTRACT UPSTREAM BOUNDARY LOAD FROM CSPEC *******
L = 76
IFCNMODE.EQ.2) I,= 141
OINWO(L)=QINWO(D-WFLO(1 ,1)
DO 209 K=l,NUMCON
CSPEC(L,K)=CSPEC(L,K)-WLOAD(K,1)
209 CONTINUE
0007941
0007951
0007961
0007971
0007981
000799"
000800*
OOOBOli
000802'
000803'
000804
000805
000806
000807
000808
000809
000810
000811
000812
000813
000814
000815
000816
000817
000818
000819
000820
000821
000822
000823
000824
000825
c******* COMPUTE INFLOW VOLUMES AND CONSTANT V.ASTFWATEP MASSES *******000826
DO 388 J=l,NJ
VOLQIN(J) = QINWQ(J) * DELTO
DO 207 K=1 ,NUN'CON
CSPEC(J,K)=CSPEC(J,K)*DFLTO/0.005385
207 CONTINUE
388 CONTINUE
DO 78700 J=1,NJVDIS
KKK = NINCF(J)
DO 78701 Kr1,KKK
FLO(J,K) = FLOCJ,K) * DELTQ
78701 CONTINUE
78700 CONTINUE
C**** 2.7.4 STORE INITIAL CONDITIONS TO EXTRACT FIRST TIDAL CYCLE
IFCIWRITE.GE.INCYOGO TO 34
WRITE(10) IWRITE,((C(J,K),K=1,NUMCON),J=l,NJ)
CONTINUE
34
C**** 2.7.5
POSITION VARIABLES AND UNITS FOP RESTART RUNS
*******
C******* POSITION TIME PLOT UNIT
IFCINCYC.EQ.l) GO TO 64375
IF(NGCYC.EO.O) GO TO 64375
ND = NUMCON
IF(IDATRF.NE.O) ND=5
II=INCYC-1
DO 64374 1=1,11
000827
000828
000829
000830
000831
000832
000833
000834
000835
000836
000837
000838
000839
000840
000841
000842
000843
000844
000845
000846
000847
000848
000849
00085C
000851
000852
000853
000854
- 235 -
-------
65370
65371
65372
DO 64373 J=l ,NGCYC
READ(ll) ICYC, (TRNSC(K) ,K = 1 ,ND)
64373 CONTINUE
64374 CONTINUE
64375 CONTINUE
C******* POSITION VARIABLE WASTE LOADS AND BOUNDARIES *******
IF(INCYC.EQ.l) GO TO 65375
II=INCYC-1
DO 65374 1=1,11
DO 65371 J=1,NJVDIS
K=KCLF(J)
KFK(J) = KFKCJ) + 1
IF(KFK(J).LT.INCF(J,K)) GO TO 65370
KCLF(J) = KCLF(J) + 1
KFKCJ) = 0
IF(KCLF(J).LE.N'INCF(J)) GO TO 65370
KCLF(J) r 1
CONTINUE
CONTINUE;
KBCC1 = KBCCt + 1
IFCKBCC1 .LE.IN'CBCHKBCIl) ) GO TO 65372
KBCI1 = KBCI1 + 1
KBCC1 = }
IFCKBCI1 .LE.IVBC1) GO TO 65372
KBCI1 = 1
CONTINUE
KBCC2 = KBCC2 + 1
IFCKBCC2.T,E.INCBC2(KBCI2)) GO TO 65373
KBCI2 = KBCT2 + 1
KBCC2 = 1
IF(KBCI2.LF.IVBC2) GO TO 65373
KBCI2 = 1
CONTINUE
65374 CONTINUE
65375 CONTINUE
C
C****************************************************************
C SECTION 2.8
C SET AnVECTIVE AND DISPERSIVE TPANSPOPT FACTORS
C****************************************************************
C
READ(5,103) (ALPHA(I) ,1=1 ,20)
IF (KDELP8.NE.O) GO TO 8752
WRITE(6,8600)
WPITE(6,8604) ( ALPHA ( I ) , 1=1 , 20 )
WRITE(6,8601)
8752 CONTINUE
C
C**** 2.8.1 READ CONSTANT ADVECTION AND EDDY DIFFUSION FACTORS
C
READC5, 55001) KADV ,CDIFFK ,XCU, XCD , XCEBB
DO 2000 N=l ,NC
CU(N) = XCU
CD(N) = XCD
DlFFK(N)=CDIFFK
2000 CONTINUE
C
C**** 2.8.2 SET VARYING ADVECTION FACTORS
C
CHECK FOR RESTART ADVECTION FACTORS ON UNIT 8 **r****
IF(KZOP.EO.O) GO TO 64850
65373
00085500
00085600
00085700
00085800
00085900
00086000
00086100
00086200
00086300
00086400
00086500
00086600
00086700
00086800
00086900
00087000
00087100
00087200
00087300
00087400
00087500
00087600
00087700
00087800
00087900
00088000
00088100
00088200
00088300
00088400
00088500
00088600
00088700
00088800
00088900
00089000
*******00089100
00089200
00089300
*******00089400
00089500
00089600
00089700
00089800
00089900
00090000
00090100
00090200
00090300
00090400
00090500
00090600
00090700
00090800
00090900
00091000
00091100
00091200
00091300
00091400
00091500
- 236 -
-------
ft
I.*
,"**
READ(8) (CU(N) ,CD(N) ,CEBB(N) ,N=1 ,NC)
REWIND 8
GO TO 390
64850 CONTINUE
c******* pEAD VARYING ADVECTION FACTORS
PFAD(5,103) HFADFP
556 CONTINUE
READC5,200) N,YCU,YCD
IF (N.GT.999) GO TO 2011
CU(N) = YCU
CD(N) = YCD
GO TO 556
2011 CONTINUE
IF(KADV.NF.?) GO TO 390
DO 391 N = l ,NC
CF.BB(N) = XCFBB
391 CONTINUE
READ (5, I 03) HEADER
393 CONTINUE
READ C 5, 200) N,YCEBB
IF(N.GT.999) GO TO 392
CF.BB(N) = YCERB
GO TO 393
392 CONTINUE
390 CONTINUE
C
C**** 2.8.3 PREPARE VARYING LONGITUDINAL DISPERSION FACTORS
C
CALL LDISPC1 ,NMODE)
C******* CONVERT DIFFK TO SQUARE MILES/DAY FOR TABLE *******
385 CONTINUE
DO 2030 N=l ,NC
yMEAN(N) = DIFFK(N) * VMEAN(N) * R(N) * 0.00309
2030 CONTINUE
C
C**** 2.8.4 PRINT ADVECTIVE AND DISPERSIVF TRANSPORT FACTORS
C
IF(KDELPS.NF.O) GO TO 2018
IFCKADV.E0.2) GO TO 2015
WRITE(6,2025)
DO 386 N=1,NC
WRITE (6,397) N,CU(N),CD(N) ,DIFFK(N) ,VVEAN(N)
CONTINUE
GO TO 2017
CONTINUE
WRITE(6,395)
DO 396 N=1,NC
WRITE(6,397) N,CD(N) ,CEBB(N) ,DIFFK(N) ,VMEAN(N)
CONTINUE
CONTINUE
2018 CONTINUE
C
C**** 2.8.5 CONVERT LONGITUDINAL DISPERSION FACTORS TO INTERNAL UNITS
C
DO 2016 N=l ,NC
pIFFK(N)=DlFFK(N)*R(N)*DELTO/CLEN(N)
2016 CONTINUE
C
C
C
C
386
2015
396
2017
000916(
000917<
000918<
0009191
0009201
000921'
000922
000923
000924
000925
000926
000977
000928
000929
000930
000931
000932
000933
000934
000935
000936
000937
000938
000939
000940
000941
000942
000943
000944
000945
000946
000947
000948
00094?
00095C
000951
000952
000953
000954
00095E
000956
00095"
00095S
00095«
00096C
00096]
00096:
00096J
00096'
00096!
00096<
00096'
000961
00096'
000971
00097
00097!
00097.
00097'
00097!
00097i
- 237 -
-------
c
c
c
c
c
c
c
c
/"* * A *. * J
V* * V T T ^
c
c
c
/"* * A" i * ^
C * T * * 1
c
c
c****
c
4442
c
c****
£
790
794
407
C
********* **********, *********************
SECTION 3.0
SIMULATE VvATEP QUALITY CONDI
•
:******************************************
READ(5,103) (ALPHA(I) ,1=1,20)
WRITE(6,8600)
WRITE (6, 860 4) (ALPHA (I) ,1=1 ,20)
WRITE(6,8601 )
(********************** MAIN QUALITY LOOP
DO 536 ICYC=TNCYC,NQCYC
SECTION 3.1
PERFORM BOOK KFEP ING
**
3.1.1 UPDATE CLOCK TIME TO END OF CURRENT
CTIME = CTIME 4 DELTQ1
IFCCTIME.LE.24.) GO TO 4442
CTIME = DFLTQ1
NQCYCC = 1CYC
3.1.2 READ SYSTEM CONDITIONS
RFAD(3) (0(N),V(N) ,N=1,NC)
IF CICYCTF-NTFMP) 790,794,794
CONTINUE
READ(3) ICYCTF,(YNEV<(J) ,J = 1 ,NJ)
GO TO 407
CONTINUE
REWIND 3
READC3) ICYCTF, (YNEW(J),J=1 ,NJ)
CONTINUE
c***********************************************
C
c
c****>
c
c****
£
58328
SECTION 3.2
ADJUST BOUNDARY CONDITION FOR CURRENT
*************************************
3.2.1 CHECK BOUNDARY CONDITION FOR NODE 1
KBCC1 = KBCC1 + 1
IF(KBCC1.LE.INCBC1(KBCI1)) GO TO 58330
KBCI1 = KBCI1 + 1
KRCC1 = 1
iF(KBCIl.LE.IVBCl) GO TO 58328
KBCI1 = 1
CONTINUE
00097900
00098000
00098100
TIOMS 00098200
00098300
00098600
00098700
00098800
00098900
00099000
00099100
00099200
***********************00099400
*i-*'A''X^-^'t*^'i*^.*^'i*;***^**i/^/'N("\QOCO/'"^
TTT'TT'T*T*T*T^T'TT^'TTTT'TTT\JV/v/";7iJ\/\-'
00099600
00099700
00099900
00100000
*£Alk!t]k2fc]lc4tA&A^LllCJfcAllc4k!k!fcA.!fc£Oft1 f\ fA 1 ftft
TTT*TTTrTTTT*TT^TT*TTT'*T'V/\/J,V/v iV/V7
00100200
00100300
QUAI ITY CYCLE 00100400
00100500
00100600
00100700
00100800
00100900
00101000
00101 100
00101200
00101300
00101400
00101500
00101600
00101700
00101800
00101900
00102000
00102100
00102200
************************00102300
00102400
QUALITY CYCLE 00102500
00102700
00102800
00102900
00103000
00103100
00103200
00103300
00103400
00103500
00103600
00103700
- 238 -
-------
58325
58330
C
C****
C
58338
' 58335
, 58340
602
•'
*603
j
600
607
601
609
C****
DO 58325 T = 1 ,N1
CIN1(I) = VBC1 CKBCI1 ,1)
CONTINUE
CONTINUE
3.2.2 CHECK BOUNDARY CONDITION FOP NODE 2
KBCC2 = KBCC2 + 1
IFCKBCC2.LE.TNCBC2CKRCI2)) GO TO 58340
KBCI2 = KBCT2 + 1
KBCC2 = 1
IF(KBCI2.LF.IVBC2) GO TO 58338
KBCI2 = 1
CONTINUE
DO 58335 T=l,NUMCON
CINMAX(I) = VBC2(KBCI2,I)
CONTINUE
CONTINUE
ADJUST BC FOR NODE 2 BASED ON CURRENT TIDAL FLOW
IF(0(9))600,601,602
CONTINUE
DO 603 K = l , NI1MCON
C(2,K) = C(2,K) + CINCR(K)
CONTINUE
GO TO 609
CONTINUE
DO 607 K=1,NUVCON
C(2,K) = C(l!,K)
IF(NTAG.NE.NFNDE) GO TO 607
CINCR(K) = (CTNMAX(K) - C(2,K)) / FLOAT (NDURFL)
CONTINUE
GO TO 609
CONTINUE
IFCNTAG.EQ.NFNDE) GO TO 600
GO TO 602
CONTINUE
3.2.3 ADJUST TIDAL COUNTER TO END OF CURRENT QUALITY CYCLE
NTAG = NTAG + 1
TF(NTAG.GE.NSPFC) NTAG=0
C
C
SECTION 3.3
COMPUTE MASS TRANSPORT
«* C
DO 416 N=l ,NC
C**** 3.3.1 COMPUTE ADVECTIVE TRANSPORT FACTORS
402
408
= 0(N) * DELTQ
NL = NJUNCfN,!)
NH = NJUNC(N,2)
IF(Q(N)) 402,404,404
CONTINUE
IF(KADV.E0.2) GO TO 408
FACTOR = CU(N)
GO TO 412
CONTINUE
FACTOR = CEBB(N)
- 239 -
-------
404
412
C
413
414
416
C
C
C
C
C
659
660
661
C
GO TO 412
CONTINUE
FACTOR = CD(N')
CONTINUE
3.3.2 COMPUTE MASS ADVECTED AND DISPERSED
QGRAD
DO 414 K=t ,NU^CON
QGPAD = C(NL,K) - C(NH,K)
CONC = C(NH,K) + FACTOR *
ADMASS = CONC * VOLEL'*
DIMASS = DIEEK(N) * ABS (0(N)) *
CMASS(NH,K) = C*ASS(NH,K) + ADMASS
CMASS(NL,K) = CMASS(NL,K) - ADMASS
IF (CMA5S(NL,K).GE.O.O) GO TO 413
CMASS(NH,K) = CMASS(NH,K)
CMASS(NL,K) = 0.0
GO TO 414
IF (CMASS(NH,K).GE.O.Q) GO
CMASS(NL,K) = CMASS(NL,K)
CMASS(NH.K) = 0.0
CONTINUE
CONTINUE
4 DIMASS
- DI^ASS
CMASS(M,M
TO 414
+ CMASS(NH,lO
SECTION 3.4
READ NEW TEMPERATURE AND CORRECT APPROPRIATE RATES
3.4.1 CHECK FOR NEW TEMPERATURE
IF(ICYC.LE.NTCYC2) GO TO 6500
Tl = TEMP
READ(5,20092)NTCYC1,NTCYC2,TEMP
WRITE(6,6410)NTCYC1,NTCYC2,TEMP
DO 6450 K=1,NUMCON
IF(NCONS(K).EO.O) GO TO 6450
3.4.2 READ NEW PARAMETEPS AND SETUP PATES
IF(K.NE.NAMM) GO TO 659
READC5,99892) NITROP,ND
ND1 = NITROP + ND
IF(NDl.FO.O) NITROP=1
CALL NTTPIFCK,NITROP,NJ,NMODE)
IF(NITROP.EO.O) CALL RATEIN(K,NJ,ND)
GO TO 661
CONTINUE
IF(K.NE.NDO) GO TO 660
CALL DORUDG(5,K,NJ,NMODE)
GO TO 661
CONTINUE
IF(FUNC(7,K).EQ.O) CALL INUNITC2,K,NJ)
IF(FUNC(10,K).NE.O) CALL INUNIT(2,6,NJ)
IF(EUNC(11,K).NE.O) CALL INUNITC2,7,NJ)
CONTINUE
3.4.3 ADJUST RATES TO NEW TEMPEPATUPE
IFCTHETA(K).NE.l.O) CALL TEMPCP(K,NJ,TEMP,Tl,THETA(K))
00109900
00110000
00110100
00110200
0011030C
00110400
00110500
00110600
00110700
00110800
00110900
00111000
00111100
00111200
001 11300
00111400
00111500
00111600
00111700
00111800
00111900
00112000
00112100
001 12200
00112300
00112400
00112500
00112600
00112700
00112800
00112900
00113000
00113100
00113200
00113300
00113400
00113500
00113600
00113700
00113800
00113900
00114000
00114100
00114200
00114300
00114400
001 14500
00114600
00114700
00114800
00114900
00115000
00115100
00115200
00115300
00115400
00115500
00115600
00115700
00115800
00115900
- 240 -
-------
- IfrZ -
D22100 *********************************************************************3 ^
512100 D
3I2IOO
LI2TOO
5T2IOO
H2IOO (M'f)SStfWO = MPSVWX "^
EI2JOO D »«
H2IOO 0 •"
312100 (2)IIN3d T1VD CO*3N'(>i'2:
502TOO ******* T3A3'1 Oa IN.diaWtf W0d3 3XVd NOIXtfDl3iaXIN3a
302100 anNIINOD 6012 ^
902100 (M'DD a XMD *••'
502100 6012 OX OD (0'03*(X'L)DNH3)JI
>02ioo ******* sa3X3Mdtfd sxvd NOixovsa aaaao HDIH axndwoD *******D "^
E02too CHQOWN'r'ji'9)Danaoa nvo (oaN*03*»)ai fc,
202100 ******* saxtfd xsDans oa s?no3NtfXNtfxswi sxndwoo *******D
102100 0^
002100 S3Xtfd XN3lai*V 3XIldWOD I*S*E ****D
56UOO 3 ""
86HOO COQN'DD = oao ^
L6TIOO TN'€=r 22* 00
96UOO 02fr OX OD (0 '03' OOSM03N) 31 *--'
S6TTOO NODwilN'T = M 02fr OQ
E6HOO ********************************************************************3 ^j
261100 NOIXtf^d03SMtfdX SSVW QNtf AVD3Q SXildWOD D
I6ITOO S'£ NOIX33S D ^
06UOO ********************************************************************D
68TIOO 3 *"'
88HOO anNHNOD OOS9
/.8HOO afiNlXNOD SOZ. '
98UOO CPN' M' DXINHNI TIVD (0"03*(M'^.)DNn3)3I ».
S8IIOO (.Cti'L1 DXINONI TTtfD (0 "3N* ()i'I T )ONfl3)3I
€8Tioo OGOWN'TN'M'fr)Danaoa nwo (ooN*03*.><)ai
28UOO SO/. OX OD (0 "03* (») S,MODN)3I
18UOO NOJWllN'l = M SOL QU f
081TOO D
6£HOO SXIMil ItfNa^XNI OX S3Xtfd X03ddOD S*fr"€ ****D *
8/.UOO 3
LLllOO 3HNIXN03 S99 '
9/.TIOO
SUIOO
fe/IlOO S99 OX OD
2UIOO fr" Oi °'J CO'03*OUN)3l
unoo . 2
0£TIOO 3T9VX AVD3Q Q3XtfGdfl XNIHd fr * fr £ ****D
69HOO D
89UOO
/.9UOO (JUlN3a TIVD (0'3N'
99HOO 3nNIXNOD €99
^91100 £99 OX OD (0*03'(>»'H ) DNflJ) JI
£9HOO f f f _3flNlINOD 299
19HOO 299 OX UD (0*03* (A' 0 U DNflJ) JI
i09UOO
-------
C
C
C
C
C
SFCTION 3.6
ADD WASTE DISCHARGES
9040
9020
620
C
430
431
432
433
434
C
C**
C
C
C
C
C****
C
453
444
446
C
3.6.1 ADD VARYING DISCHARGES (INCLUDING UPSTPFAM BOUNDARY LOAD)
DO 620 J=l,NJVDIS
L = NJVDCJ)
K = KCLFCJ)
DO 9040 1 = 1 ,NUMCON
CMASSCL,T)=CMASS(L,I)-FLO(J,K)*CON(I,J,K)
CONTINUE
KFK(J) = KFKCJ) + 1
IFCKFKCJ),LT.IMCF(J,K))GO TO 9020
KCLFCJ) = KCLFCJ) + 1
KFK(J) = 0
IF (KCLF(J).LF.NINCF(J)) GO TO 9020
KCLF(J) = 1
CONTINUE
CONTINUE
3.6.2 ADD CONSTANT hASTEWATEP LOADS
DO 434 J=3,NJ
IF(VOLQIN(J))430,434,432
CONTINUE
DO 431 K = l ,NUVCON
CMASSCJ,K) = CMASSCJ,K) + CSPECCJ,K)
CONTINUE
GO TO 434
CONTINUE
DO 433 K=l,NUMCON
CMASS(J,K)=CMASSCJ,K) - C(J,K) * VOLOIN(J)
CONTINUE
CONTINUE
SECTION 3.7
RECOMPUTE AND CHECK CONCENTRATIONS
3.7.1 UPDATE JUNCTION VOLUME AND NEW. CONCENTRATIONS
DO 453 K=1,NUMCON
C(1,K) = CIN1CK)
CONTINUE
DO 446 J=3,NJ
VOLCJ) = VOLCJ) + ASUFCJ) * CYNEW(J) - YCJ))
DO 444 K=1,NUMCON
CCJ,K) =CMASSCJ,K) / VOLCJ)
CONTINUE
CONTINUE
3.7.2 PREVENT NEGATIVE CONCENTRATION AND SUPEPSATURATION
DO 466 J=1,NJ
Y(J) = YNEW(J)
DO 464 K=1,NUMCON
IF(C(J,K).GE.O.O) GO TO 463
- 242 -
00122100
00122200
00122300
00122400
00122500
00122600
00122700
00122800
00122900
00123000
00123100
00123200
00123300
00123400
00123500
00123600
00123700
00123800
00123900
00124000
00124100
00124200
00124300
00124400
00124500
00124600
00124700
00124800
00124900
00125000
00125100
00125200
00125300
00125400
00125500
00125600
00125700
00125800
00125900
00126000
00126100
00126200
00126300
00126400
00126500
00126600
00126700
00126800
00126900
00127000
00127100
00127200
00127300
00127400
00127500
00127600
00127700
00127800
00127900
00128000
00128100
-------
IF(KDCOP.GT.l) GO TO 462
IFCUCYC+ NSPEC + 1) - NQCYC)462,458,458
458 CONTINUE
WRITE(6,460) J,1CYC,K,C(J,K)
162 CONTINUE
C(J,K) = 0.0
DMASS(K)=DMASS(K)-CMASS(J,K)*232.632
DPMASS(J,K) = DPVASS(J,K) - CMASS(J,K)
CMASS(J,K)= 0.0
GO TO 464
;******* REINTPODUCF DEPLETED MASS *******
i63 CONTINUE
IF (KDCOp.FO.2) GO TO 464
IF(DPMASS(J,K).LE.O) GO TO 464
IF(CMASS(J,K).LT.DPMASS(J,K)) GO TO 459
CMASS(J,K) r CMASS(J,K) - DPMASS(J,K)
DPMASS(J,K) = 0.0
C(J,K) r CMA5S(J,K) / VOL(J)
' GO TO 464
CONTINUE
DPMASS(J,K)=DPMASS(J,K) - CVASS(J,K)
CMASS(J,K) = 0.0
C(J,K) = 0.0
CONTINUE
CONTINUE
IFCNSSAT.EO.l) GO TO 479
DO 476 K = 1 ,N1IMCON
* IF(FUNC(1,K).EQ.O) GO TO 476
..* DO 475 J = 1 ,KJ
IF(C(J,K).LE.CSAT) GO TO 475
"* WRITE(6,474) K , J, ICYC ,C (J ,K )
^ C(J»K) r CSAT
CMASS(J,K) = C(J,K) * VOL(J)
^75 CONTINUE
.76 CONTINUE
^79 CONTINUE
C
'^**** 3.7.3 PREVENT UNREASONABLY HIGH CONCENTRATIONS
DO 482 J=1,NJ
"•* DO 480 K = 1,NUMCON
IF(C(J»K) - CLIMIT(K))480,480,477
477 CONTINUE
^ WPITE(6,478') K,CLIMIT(K) ,J,ICYC
WPITE(6,4Pn ((C(L,M),M=1,NUMCON),L=1,NJ)
*• CALL EXIT
480 CONTINUE;
^82 CONTINUE
459
V
464
..j
**************************************************************
«* SECTION 3.8
PREPARE AND PRINT OUTPUT
*!****** D***** **********************************************************
3.8.1 WRITE UNIT 9 FOP RESTARTS
IFdCYC.EQ.NQCYC) GO TO 512
IFUCYC.LT.TWPITE) GO TO 520
CONTINUE
WRITE(9)(VOLOIN(J), (CSPEC ( J , K ) , K=l ,NUMCON) ,J=1,NJ)
C
**
w
512
00128200
00128300
00128400
00128500
0012860C
0012870C
0012880C
0012890C
0012900C
0012910C
0012920C
0012930C
0012940C
0012950C
0012960C
0012970(
0012980(
0012990<
0013000(
0013010(
00130201
00130301
00130401
00130501
00130601
00130701
00130801
00130901
00131001
00131101
00131201
00131301
0013140'
0013150'
0013160'
0013170'
0013180^
0013190
0013200
0013210
0013220
0013230
0013240
0013250
0013260
0013270
0013280
0013290
0013300
0013310
0013320
0013330
0013340
0013350
0013360
0013370
0013380
0013390
0013400
0013410
0013420
- 243 -
-------
8100
8101
520
C
C
C
C
WPITE(9)C(C(J,K),K=1,NUMCON),J=1,NJ)
WRITFC9)CCU(N),CD(N),CEBR(N),N=1,NC)
WPITEC6,51P) ICYC, ICYCTF ,NTAG
REWIND 9
IWRITE = TKPITE + VSPEC
IF(KPELP9.GT.O) GO TO 520
*** COMPUTE TOTAL MASS IN ESTUARY ******>
DO 8101 1 = 1 , K'UMCON
TLPSCI)=0
DO 8100 J=1,MJ
TLBSCl )=Tl,RS(I)+CVASvS(J,I)
CONTINUE
TtBS(I)=TLRPfI)*232.632
CONTINUE
WRITE(6,P102) ICYC, CTI.RSd ) ,1 = 1 , NUMCON)
WRITE(6,P106nCYC,(DVASS(I),I=l,NUVCON)
CONTINUE
3.8.2 PRINT SUMMARIES AND STATISTICS
^****»* CHECK FOR SUMPY1 OUTPUT *******
IF (NS1 .GT.NSUM1 ) GO TO 490
IF (ICYC.LT.IPPT1 (K'Sl )) GO TO 490
IP1 = TPPTl(NSl)
LP1 = LPPTl(NSl)
IPL1 = TPLTKMS1)
CALL SUMARY(IP1,LP1,IPL1,1,NMDDE)
IF (ISTATKNSn .EO.l) CALL STATS (IP1 , LP 1 , 1 0 )
IF (ICYC.EO.LPRT1(NS1)) NS1 = NSl + 1
490 CONTINUE
<****** CHECK FOP SUMRY2 OUTPUT *******
IF CNS2.GT.NSUM2) GO TO 498
IF (ICYC.LT.IPRT2(NS2)) GO TO 498
IP2 = IPPT2(NS2)
LP2 = LPPT2(NS2)
IPL2 = IPLT2(NS2)
CALL SUMARY(IP2,LP2,IPL2,2,NMODE)
IF CISTAT2(K'S2).E0.1 ) CALL STATS (IP2 , LP2 , 20 )
IF (ICYC.FO.LPRT2(Ns2n NS2 = NS2 + 1
498 CONTINUE
[*** 3.8.3 WRITE UNIT 11 FOR STATION TIME PLOTS
IF(NGCYC.EO.O) GH TO 10011
DO 10010 J=J,NGCYC
L=NGJUNC(J)
C******* CHECK FOR DATA TRANSFORMATIONS *******
IF (IDATPF.EO.O) GO TO 96017
CALL DATRFfL,NUMCON)
WRITE(NJ1) ICYC,(TPNSC(K),K=1,5)
GO TO 96018
96017 CONTINUE
WRITE(Nl1) ICYC,(C(L,K),K=1,NUMCON)
96018 CONTINUE
10010 CONTINUE
10011 CONTINUE
C
C**** 3.8.4 REAP NEW OBSERVED DATA FOR SW PLOTS
C
IF(ICYC.LE.NDACYC) GO TO 97000
00134300
00134400
00134500
00134600
00134700
00134800
00134QOO
00135000
00135100
00135200
00135300
00135400
00135500
00135600
00135700
00135800
00135900
00136000
00136100
00136200
00136300
00136400
00136500
00136600
00136700
00136800
00136900
00137000
00137100
00137200
00137300
00137400
00137500
00137600
00137700
00137800
00137900
00138000
00138100
00138200
00138300
00138400
00138500
00138600
00138700
00138800
00138900
00139000
00139100
00139200
00139300
0013940C
00139500
00139600
0013970C
0013980C
00139900
0014000C
0014010C
00140200
00140300
- 244 -
-------
97004
97005
97015
97000
PEAD(5,99R92) NDACYC
DO 97015 L=1,NP
PEAD(5,120) HEADER
DO 97005 111=1,3
DO 97004 Jll=l ,5
RE AD (5, 42) (DATA (1 11 ,J11,K,L),K =
CONTINUE
CONTINUE
CONTINUE
CONTINUE
,NDATA)
£**** 3.8.5 PRINT SLACK WATER / PROFILE TABLES
C
IF(NPCYC.EQ.O) GO TO 535
DO 522 I=IIP,NPCYC
IF(ICYC.NE.NPC(I)) GO TO 522
, CALL SWTABL(I,IIP)
GO TO 535
'522 CONTINUE
535 CONTINUE
L i
r »
I**** 3.8.6 WPITF SLACK hATER / PROFILE PLOTS ON UNIT 22
*
• IF(KTABLE(IIP).LT.2) GO TO 84237
IF(MGCYC.EO.O) GO TO 84237
IMPOSE = KTABLE(ITP)
KSLACK = KSL(ITP)
IWFFCY = NPCCUP)
-* DO 84238 1=1,MGCYC
CALL SWPLOT
'^4238 CONTINUE
^ KTABLE(IIP) = 0
IMPOSE = 0
7 CONTINUE
********************** END OF MAIN QUALITY LOOP *********************00143901
0014040C
0014050C
0014060C
0014070C
0014080C
0014090C
0014100(
0014110C
0014120(
0014130(
OOI4140(
0014150(
0014160(
0014170(
0014180(
0014190(
0014200(
0014210(
0014220(
0014230(
0014240(
00142501
0014260(
00142701
00142801
00142901
00143001
0014310*
00143201
00143301
00143401
0014350<
00143601
00143701
00144101
00144201
C 0014430i
0014440'
0014450'
^***********************************************************************0014460'
^***********************************************************************0014470
0014480
*£ SECTION 4.0 0014490
C 0014500
'* EXIT 0014510
ag 0014520
C************************************************tt**********************0014530
^************************************************************************0014540
0014550
" 0014560
^ 0014570
***********************************************************************0014580
*P SECTION 4.1 0014590
C PRINT CLOSING INFORMATION 0014600
**»***********************************************************************0014610
^ 0014620
REWIND 9 0014630
REWIND 3 0014640
« - 245 -
-------
538
C***
C
C
C
C
WRlTfc.(6,86n3)
WRITE: (6, 5 42) NOCYCC
DO 538 1 = 1 ,NUMCON
IF(DMASS(I).FQ.O) GO TO 538
WRITE(6,537) T, (DPMASS(J,I
CONTINUE
IF (IDATRF.NE.O) NPRCON=5
CALL PLQTF.R
J=l , NJ)
00146501
00146601
00146701
00146801
0014690<
0014700(
0014710'
0014720*
42
C
40
62
84
102
103
110
120
184
192
200
206
221
437
721
728
801
1152
5220
7000
7001
10001
10003
20092
55001
99073
99074
99892
C
4.2.1 FORMAT CARDS FOR READ STATEMENTS
0)
C
39
81
0014730(
********************************:M**********************************0014740<
SECTION 4.2 0014750<
FORMAT STATEMENTS 0014760<
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
0,F10.0,5F5.0)
FOPMAT(16I5)
FpPMATClbFS.O)
FbPMAT(45X,F5.0,I5,SF5
FpRMAT(6I5,F10. 0,515)
FOPMATU6X, 16A4)
FORMATC20A4)
FOPMAT(5F10.0)
FORMAT(2I10,F10.0)
FORMATOF10.0)
FpRMAT(14l5)
FOPMAT(I5,7F10.0)
FORMAT (II , 1X,2A4,1X,A4,6F5
FORMAT(15F5.0)
FOPMAT(I5,10F5.0)
FOPMAT(2I10,F10.0)
FORMAT(2I10,2F10.0)
FORMAT(45X,7F5.0)
FOPMAT(I9,10X,F8.4)
FORMAT(5(F5. 0,215))
FORMAT ( 2X, 2 A 4, 1X,A4,6F5. 0,715)
FORMAT(45X,T5,F10.0)
FORMATC5I5 , 10F5.0)
FORMAT(I5,5X,I10,7I5)
FORMAT(45X,2I5,3F5.0)
FORMAT(45X,I5,6F5.0)
FpRMAT(45X,3F5. 0,415)
FORMAT (45X,2F5.0,I5)
FORMAT(45X,7T5)
4.2.2 FORMAT CARPS FOR WRITE STATEMENTS
FORMAT(1HO///47X,19H THIS RUN CONSIDERS,I 2,13H CONSTITUENTS////)
FOPMATUHO////27X,'THE TEMPERATURE FROM CYCLE',15,' THROUGH CYCLF'OO
*.J5,' IS',F5.1,' DEGREES C') 00
105 FORMATUHO//// 00
* 1H 20A4,14X,32H ENVIRONMENTAL PROTECTION AGENCY/ 00
* 1H 20A4,14X,28H DYNAMIC WATER QUALITY MODFL/ 00
* 1H 20A4/1H 20A4////) 00
106 FORMAT(42X,42H ******** FROM HYDRAULICS PPOGPAK ********/42X, 00
* 42H START CYCLE STOP CYCLE TIME INTERVAL//42X, 00
* 1H I7,I14,F12.0,9H SECONDS/////) 00
107 FORMAT(121H STARTING CYCLE INITIAL QUALITY TOTAL QUALITY DFPLETOO
llON CORRECT TIME INTERVAL IN START OF START OF DURATION END OFOO
2/ 119H ON HYD EXT TAPE CYCLE CYCLES 000
14780(
14790(
14800(
14S10(
14820(
14R30C
14840C
14850C
14860C
14870C
14880(
14890(
14900C
14910C
14920(
14930C
14940C
14950C
14960C
14970C
14980C
14990C
15000C
15010C
15020C
15030C
15040C
15050C
15060C
15070C
15080C
15090C
15100C
15110C
15120C
15130C
15140C
15150C
15160C
15170C
15180C
15190C
15200C
15210C
15220f
15230(
15240C
15250C
- 246 -
-------
- Ltt -
'XSNOD
'33300
'3330D
Z «ON
'XSNOD
I 'ON
*3330D
I *CW I
098SIOO '3330D
OS8STOO '1SNOD
0*82100
0£8SIOOOD 'HIS lN3nHISNOO "HXfr XN3fUIXSNOD
028STOO XN3IUIXSNOD '1ST SMG'13 *X3d d03 SNOISd3AIQ
oissioo /U3sn SNOixoNfir a3sn
008SIOO
06LSTOO********************************* SdOXDV3
08/.STOOO 319VX
'1SNOD
ON XINM
'3J30D
H2U
*
*
XNSflXIXSNOD *ONZ
d(J3 H2£T
*
**
/**********
H3XVM 3XSVM 3*
*********************************************uzt
09/.STOO
86T
M01J
H1QIM
NOIIONiir
13MNVHD
///**
*QAH
SQN3 itf
HXDN3rI *NVHD HZ£l *
/**********
**********************
*************06SStOOi)*!)
'08SSTOO
I02SSTOO
lOtSSTOO
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-------
* CONST.//) 00
204 FORMATC31HODATA CARD OUT OF SEQUENCE. JJ= I4,3H,J= 14) 00
224 FORMAT(1 HO/30X.62H ADJUSTMENT FACTORS APPLIED TO OBTAIN STARTING 00
^CONCENTRATIONS// 00
* 35X.51H CONSTITUENT GROUP FACTOR JUNCTION NUMBERS) 00
228 FORMATUh / /41 X , 12 , 8X , I 3 ,F11 .2 ,11 2 , 2H -,I4/ 00
*(51X,T3,F11.2,112,2H -,I4)) 00
241 FORMATUHO//// 00
* 12GH*********************************************** WATER 00
^QUALITY DATA *=M********************************************/ oo
* 120H * FIRST CONSTITUENT * SECOND CONSTITUENTOO
* * THIRD CONSTITUENT * FOURTH CONSTITUENT * FIFTH CONSTITUENT */ 00
* H8H INITIAL INFLOW INITIAL INFLCWOO
* INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW/ 00
* 119H JUNC. INFLOW CONC. LOAD. CONC. LOAD.00
* CONC. LOAD CONC. LOAD CONC. LOAD //) 00
282 FORMATU4,F10.1,E12.2,2E10.2,F11.2,3F10.2,E11 ,2,2F10.2) 00
395 FORMAT(1HO//55X,18H TRANSPORT FACTORS//40X,49H CHANNEL VARYING AOO
CDVECTIONi DIFFUSION FACTORS//42X , 27HM^BEP H,OOD TIDE EPB TIDF,00
C5X,2HC4,4X,10H(A:SQMI/D)/43X,5H ,4(4X,6(1H-))/)
397 FORMATUH , 43X , I 3 , 2F1 0 . 2 , 1 X , 2F1 0 . 2 )
460 FORMATC39H DEPLETION CORRECTION MADE AT JUNCTION 13,7H CYCLE 14
* 21H FOR CONSTITUENT NO. I1,12H. CONC. WAS F10.2)
474 FORMATC36HOSUPERSATURATION OF CONSTITUENT NO. I1,23H PREVENTED
^JUNCTION 14,7H CYCLE I4,10H CONC. WAS F10.2//)
478 FORMATC34HOCONCENTRATION OF CONSTITUENT NO. II,8H EXCEEDS ,F7 .1 ,
AT
00
00
00
00
00
00
00
TAPE WAS LAST WRITTEN
* 13H IN JUNCTION T3,14H DUPING CYCLE I5,25H. EXECUTION
*D.)
481 FORMATUH 8F16.R)
518 FORMATUHO///47H RESTART DECK
* 50H HYDRAULIC CYCLE ON
* 8H NTAG = I3///)
537 FORMATUHO///25X,'THE FOLLOWING DEPLETION CORRECTIONS (MG/L
IT) WERE ACCUMULATED FOR CONSTITUENT ' ,I2//16(IX,1 OF 13.O/))
542 FORMATC20HOEND OF QUALITY PUN.,I5,9H CYCLES.)
TERMINATEOO
00
00
AFTER CYCLFI5/00
EXTRACT TAPE FOR RESTARTING = I5/
* CU
00
00
FOO
00
00
806
1160
FORMATUH
*H SUNRISE
*ELY///)
FORMAT(1H1/////9X,26(1H*) , '
1 26UH*)///)
1161 FORMATUH //16H CONSTITUENT
BORDER REACTION/)
1163 FORMAT(I9,10X,F8.4)
1164 FORMATC1HO/////21X,77H
1ENTS AND FUNCTION OPERATORS
2(3,K) CO(4,K) CO(5,K) FUNC1
3NC7 FUNC8 FUNC9 FUNC10 FUNC11
1166 FORMAT(I4,F11,2,4F8.2,12F7.2/)
//43X,26H THIS SIMULATION BEGINS AT,F6.2,6H HOURS/30X , 2800
AND SUNSET OCCUR AT,F6.2,4H AND,F6.2,19H HOUPS , RESPECTIVOO
00
NOTES ON SPECIAL REACTION LINKAGES ', 00
00
00
00
00
TABLE OF TRANSFER COEFFICIOO
CNST(K) CO(1,K) CO(2,K) COOO
FUNC2 FUNC3 FUNC4 FUNC5 FUNC6 FUOO
FUNC12//) 00
00
NO.,I5,18H IS DECAYED WITH A,F5.1,15H
*****
1805
2 =
3S
47,
5D
FORMATUH /71H THE DENITRIFICATION PATE (DNK) IS DETERMINED BY TEFOO
lp AND DO AS FOLLOWS/23H FOR DO LEVELS ABOVE,F7.2,14H MG/L, DNK 00
0/25H FOR DO LEVELS BETWEEN,F7.2,4H AND,F7.2,36H DNK INCRFASEOO
LINEARLY FROM ZERO TO ,F7.3,5H /DAY/23H FOP DO LEVELS BELOW,FOO
,2,32H MG/L, DNK INCREASES LINEARLY TO,E7.2,5H /DAY/43H THETA USEOO
FOP TEMPERATURE CORRECTION IS ,F5.3//) 00
FORMATUHO//55X,18H TRANSPORT FACTORS//40X,49H CHANNEL CONSTANT 00
CADVECTION 'DIFFUSION FACTOPS//42X,6HNUMBEP,6X,2HCU,8X,2HCD,8X,2HCOO
C4,4X,10HCM SQMI/D)/43X,5H ,4(4X,6(1H-))/) 00
4667 FORMATUH ///12H CONSTITUENT,15,38H IS TREATED AS CONSERVATIVE (NOOO
* DECAY)//) 00
4995 FORMAT(35X,I5,5X,I5,2X,5(2X,F7.2)) 00
5228 FORMAT(1H1////40X,50H INFLOW ADJUSTMENT FACTORS FOR GROUPS OF JUNCOO
2025
15870
15880
15890
15900
15910
15920
15930
15940
15950
15960
15970
15980
15990
16000'
16010'
16020'
16030'
16040'
16050i
160601
16070i
160801
160901
16100<
161101
161201
161301
161401
161501
16160(
16170(
16180(
16190(
16200C
16210(
16220(
16230(
16240(
16250(
16260<
16270(
16280C
16290C
16300(
16310C
16320C
16330C
16340(
16350C
16360C
16370C
16380(
16390C
164000
16410(
16420C
16430C
16440(
16450C
16460f
16470C
- 248 -
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— • Z U l-~ UJUJUiUJUJUJUJUjuJUJttlijJUJLUUJWUJUjUJUJliiUlUJUJUJ IZUiUJUiUJUJUJUJU^UJUJUlUJUJlilUJWCxJUJIjjliJUlUJCijUJUJtLlUJ
OO
-------
200
RMNODF(053)
PMNODF(054)
RMNODE(055)
RMNODF(056)
RMNODF(057)
PMNODE(058)
PMNODE(059)
RMNODE(060)
PMNODE(061 )
PMNODE(062)
RMNODF(063)
RMNODE(064)
RMNODE(065)
RMNODE(066I)
RMNODF(067)
RMNODF(068)
RMNODF(069)
RMNODE(070)
RMNODF(071)
RMNODE(072)
RMNODE(073)
PMNODE(074)
RMNODE(075)
PMNODE (076)
GO TO 300
= 31.0
= 91.0
= 29.8
= 28.0
= 92.0
= 26.0
= 24.3
= 22.3
= 93.0
= 20.6
= 18.8
= 17.0
= 90.0
= 15.2
= 14.0
= 13.1 .
= 11.2
= 8.9
= 6.5
= 4.8
= 94.0
= 3.2
= 1.8
= 0.5
*** 2-D MODFL NFTWORK
CONTINUE
RMNODF(026)
RMNODE(027)
RMNODE(028)
RMNODE(029)
PMNODE(030)
RMNODF(031 )
RMNODF(032)
RMNODE(033)
RMNODE(034)
RMNODEC035)
RMNODE(036)
RMNODE(037)
RMNODE(038)
RMNODE(039)
RMNODE(040)
PMNODE(041)
RMNODE(042)
PMNODE(043)
RMNODE(044)
RMNODE(045)
PMNODE(046)
PMNODE(047)
RMNODE(048)
RMNODE(049)
RMNODE(OSO)
PMNODE(051)
RMNODE(052)
RMNODE(053)
RMNODF(054)
RMNODE(055)
RMNQDE(056)
PMNODE(057)
RMNODE(058)
RMNODE(059}
= 63.3
= 61.0
= 59.0
= 56.8
= 54.8
= 53.3
= 51.8
= 50.3
= 48.0
= 47.0
= 45.5
= 44.5
= 43.5
= 42.5
= 41 .5
= 40.4
= 39.3
= 38.3
= 37.2
= 36.3
= 35.3
= 34.0
= 33.0
= 32.0
= 30.7
= 29.8
= 28.8
= 27.8
= 26.8
= 25.8
= 24.8
= 23.8
= 61.0
= 59.0
0017700'
0017710'
0017720
0017730
0017740
0017750
0017760
0017770
0017780
0017790
0017800
0017810
0017820
0017830
0017840
0017850
0017860
0017870
0017880
0017890
0017900
0017910
0017920
0017930
0017940
0017950
0017960
0017970
0017980
0017990
0018000
0018010
0018020
0018030
0018040
0018050
0018060
0018070
0018080
0018090
0018100
0018110
0018120
0018130
0018140
0018150
0018160
0018170
0018180
0018190
0018200
0018210
0018220
0018230
0018240
0018250
0018260
001827C
001828C
001829C
001830C
- 251 -
-------
PMNODE
RMNODE
PMNODE
RMNODF
RMNODE
PMNODF
PMNODF
RMNODF
RMNODE
RMNODE
RMNODE
PMNODE
PMNODE
PMNODF
RMNODE
RMNODE
RMNODE
RMNODF,
PMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODF
PMNODE
PMNODE
PMNODE
RMNODE
RMNODE
RMNODE
RMNODE
PMNODE
RMNODE
RMNODE
PMNODE
RMNODF
PMNODE
RMNODE
PMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
PMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
RMNODE
PMNODE
(060)
(061 )
(062)
(063)
(064)
(065)
(066)
(067)
(068)
(069)
(070)
(071 )
(072)
(073)
(074)
(075)
(076)
(077)
(078)
(079)
(080)
(081)
(082)
(083)
(084)
(085)
(086)
(087)
(088)
(089)
(090)
(091 )
(092)
(093)
(094)
(095)
(096)
(097)
(098)
(099)
(100)
(101)
(102)
(103)
(104)
(105)
(106)
(107)
(108)
(109)
(110)
(111)
(112)
(113)
(114)
(115)
(116)
(117)
(118)
(119)
(120)
~
-
s
-
—
-
~
-
-
-
-
-
—
-
~
-
-
—
-
-
—
r
=
=
—
—
—
-
—
-
—
-
-
-
—
-
—
s
-
-
-
-
—
r
-
—
—
-
-
—
r
-
s
:
=
-
s
r
—
-
-
56.8
54.8
53.3
51.8
50.3
48.8
47.3
45.5
44.5
43.5
42.5
41 .5
40.4
39.3
3P.3
37.2
36.3
35.3
34.0
33.0
32.0
30.7
29.8
28.8
27.8
26.8
25.8
24.8
23.8
63.3
60.0
59.0
56.8
54.8
52.0
51 .0
50.3
48.8
47.3
45.5
44.5
42.5
41.5
39.3
38.3
37.2
36.3
35.3
34.0
33.0
91.0
32.0
30.7
29.8
28.8
27.8
26.8
25.8
24.8
23.8
22.8
00183100
00183200
00183300
00183400
00183500
00183600
00183700
00183800
00183900
00184000
00184100
00184200
00184300
00184400
00184500
00184600
00184700
00184800
00184900
00185000
00185100
00185200
00185300
00185400
00185500
00185600
00185700
00185800
00185900
00186000
00186100
00186200
00186300
00186400
00186500
00186600
00186700
00186800
00186900
00187000
00187100
00187200
00187300
00187400
00187500
00187600
00187700
00187800
00187900
00188000
00188100
00188200
00188300
00188400
00188500
00188600
00188700
00188800
00188900
00189000
00189100
252 -
-------
JOO
PMNODEU21) = 21
RMNODEC122) =
RMNODEU23) =
RMNODEC124) =
RMNOPE(12b) s
RMNODEd26) =
RMNODEC127) =
RMNQDEU28) =
PMNODEC129) =
RMNODEC130) =
RMNODE(Ul) =
RMNODEC132) =
RMNODEC133) =
PMNODFC134) =
RMNODEd35) =
RMNODEC136) =
RMNODEC137) =
RMNODE(138) =
RMNODEC139) =
RMNODEC140) =
RMNODE(141) =
RMNODEC142) =
RMNODEC143) =
RMNODEC144) =
RMNODEC145) =
RMNODFC146) =
RMNODFC147-) s
RMNODEC148) =
RMNODEC149) =
RMNODEC150) =
RMNODEdSl) =
RMNODEC152) =
RMNODE(153) =
RMNODEC154) =
RMNODE(155) =
RMNODEdSb) s
GO TO 400
CONTINUE
PRINT OUT
WRITE(6,1000)
WRITE(6,1001)
WRITE(6,1002)
WRITE(6,1003)
WRITE(6,1004)
WRITE(6,1005)
WRITE(6,1006)
WRITE(6,1007)
WRITE(6,1008)
WRITE(6,1009)
WRITE(6,1010)
WPITE(6,1011 )
WPITE(6,1012)
WRITE(6,1014)
WRITE(6,1015)
WRITE(6,1016)
WRITE(6,1017)
WRITE(6,1018)
8
20.5
Jfi.R
17.fl
16.5
15.3
14.3
14.0
13.3
12.0
10.8
9.8
8.5
7.5
8.0
6.5
5.3
4.3
2.8
1 .5
0.5
95.0
96.0
97.0
98.0
99.0
86.0
87.0
88.0
89.0
91 .0
92,0
93.0
90.0
94.0
90.0
1-D MODEL NEThOPK
( d,RMNODEd))
(d,RMNODE(I))
(d,RMNODE(D)
(d,PMNODE(D)
(d,RMNODE(I))
((I,RMNODE(D)
(d,RMNODE(I))
((I,RMNODE(I))
Cd,RMNODE(D)
(d,RMNODE(D)
(d,PMNODE(D)
(d,RMNODE(D)
(CI,RMNODE(D)
,1=01 ,66,13)
,1=02,67,13)
,1=03,68,13)
,1=04,69,13)
,1=05,70,13)
,1=06,71,13)
,1=07,72,13)
,1=08,73,13)
,1=09,74,13)
,1=10,75,13)
,1=11,76,13)
,1=12,64,13)
,1=13,65,13)
1»J ASSUNPINK
2'75'/l05X, '74
10IX,'DELAWARE V102X, 'RIVEP',12X, '. . V104X,
/ TRENTON /'/104X,'76/ CP . .V105X,
CROSSWICKSV87X, 'NESHAMINY ' , 1 OX , ' 72-7 3 CR')
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0019070
0019080
0019090
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0019230
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0019260
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0019280
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0019330
0019340
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- 253 -
-------
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239 V125X,
R vi 3x,' DKLAWAPE: ESTUAPY',49x,'
3MINY ',20X,' 137155V 96X,' CP 130-131 134-136 /
421X,'2-D',73X,' ! 129 132-133 135 / '/ 96X,' 154
5 i ',17X,W16X, 'MODEL NETWORK', 69X,' 1 126-128',1IX,'CPOSSWICKS'0020170
2002
,2003
j2004
2005
-42006
2007
^008
^009
2010
-tiOll
?012
""2013
2014
WO 16
2017
••"*>018
^'019
2020
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2024
NFSHA0020140
V 0020150
1270070160
PENMYPACK
123124125
6/79X, '
7 ASSTSCUNK V84X, '
8153V76X,' 53 88
9 CP ')
FOPMATdH ,50X,' SCHUYLKILL
1IVEP 49 83 115116117
! *,15X, 'CP V83X, ' CP
57 121 ',14X, 'CFV78X,
1 RANCOCAS V75X,' 52
54-55-56
85-86-87
84
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4'
150
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59 46
FOPMATdH
15 ! 106
2 / V38X, '
3'.
4V CHESTE.P
5
6 37-38 71-72-73
FORMATdH ,33X,'32/
1 101V30X,
2 95-97-98-997
316X,'RIVER
4',14X,8(' NODE
CP
i •
2X
122 0020180
120 0020190
119 0020200
0020210
118 V53X,' P0020220
48/ 81-82 10020230
112-113 152 V34X,0020240
PENNSAUKENV33X, 0020250
CRV53X,' 140020260
0020270
COOPEP P V54X,' ! 40020280
148 ! 76 !',17X,V CAMDE N0020290
105-156' ,1 IX, '. . V16X, 0020 300
! 43 75 1 BIG TIMBEPV15X, 0020310
40-41-42 1 104 CP V14X, ' .----0020320
77 107
'753X, '
44
50-51
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47
79 111 /
78 109-110
151
147',9X,' 39',9X,'74 / V31X,'CP !
/V33X,'l 33-34-35-36 70 103')
,11X,'68-69 102-/ V32X,'31 64-65-66-677
63 96',9X, ' 100-7 V14X,'PPANDYMNF 29 62
MILES FOP MODEL NETWORK V
------ i
30
1-MANTUA CR ' , 1 3X , ' PI VEP
28 61 94V3X,'. ------
PM ')/2X,V WILMINGTON /
27
60
0020330
0020340
0020350
0020360
0020370
930020380
146
59 92',16X,8
17X,
16X,
520
-630
FOPMATdH
FOPMATC1H
FORMATdH
FOPMATdH
FORMATC1H
FORMATdH
FORMAT dH
FORMATdH
FORMATdH
FORM AT (1H
FOPMATdH
FORMATdH
FOPMATdH
FORMATdH
FORMATdH
FORMATdH
FORMATdH
FORMATdH
FORMATdH
FORMATdH
CONTINUE
**** CONSTRUCT
Kl = 0
DO 550 J=1,NJ
L=PMNODE(J)+0.5
DO 520 K=l,3
IF(NODf,RM(L,K).GT.O) GO TO 520
NODERM(L,K)=J
GP TP 530
CPNTINUE
K1=K1+1
IFCK1.GT.3) GO TO 600
NODERMdOO,Kl)=J
CONTINUE
26
i »
58 91',18X,8(I4,F6.1))
,18X,8(I4,F6.1 ))
,13X,'143-142 ! / 90
,07X,'145-144 1--25-89 OLDMANS',12X,8(14,F6.1))
,03X,'CHPISTINA',10X,'!',9X,'CP',15X,8(I4,F6.1))
,05X,'RIVER',11X,'24',26X,8(I4,F6.1))
,21X,'!',27X,8(I4,F6.1))
,20X,'23',27X,8(I4,F6.1))
,20X,V',28X,8(I4,F6.1 ))
,18X,'22',9X,'17',18X,8(I4,F6.1))
,16X, '21 I',10X,'1',18X,8(I4,F6.1))
'1 20-1 18',18X,8(I4,F6.1 ))
'18 ! 19 157 SALEM',13X,8(14,F6.1))
,18X,'>13--147 RIVER',13X,8(14,F6.1))
t'1-3-4-5-6-7-8-9-10 !',28X,8(I4,F6.1))
,19X,'12',28X,8(I4,F6.1))
,03X,'C&D CANAL',7X,'!',29X,8(I4,F6.1))
,18X,'ll',29X,7(I4,F6.1))
,19X,'!',29X,7(I4,F6;i ))
,20X,'2',28X,7(I4,F6.1))
, 18X,'LISTON',25X,7(I4,F6.1)/20X,'POINT')
NODERM APPAY FROM PMNODE APPAY
0020390
0020400
0020410
0020420
0020430
0020440
0020450
0020460
0020470
0020480
0020490
0020500
0020510
0020520
0020530
0020540
0020550
0020560
0020570
0020580
0020590
0020600
0020610
0020620
0020630
0020640
0020650
0020660
0020670
0020680
0020690
0020700
0020710
0020720
0020730
0020740
- 255 -
-------
WERE ASSIGNED RM 300 :',3I5)
550 CONTINUE
IF(K].F0.°) PFTURN
WRITE(6,575) (NODERVC100,K),K=1,3)
575 FOR^ATClHOx/QX,'THE FOLLOWING
RETURN
600 CONTINUE
WRITF(6,650)
650 FORMATUHOx/, 15X,'NT'PE THAN 3 NODES HAD TO RE ASSIGNED RM 100')
CALL EXIT
RETURN
END
C
C***********************************************************************
C
C TRANSPORT SUBROUTINES
C
C*********************************:f. *************************************
C
SUBROUTINE LDISPCINOPT,NMODE)
COMMON/DISPFXOINC 160),DIFFK(260)
GO TO (100,200),INOPT
100 CONTINUE
C SET VARYING DISPERSION FACTORS, BASED ON FFESHWATFP INFLOW AT TRENTON
READ(5,801) DIFF1,DIFF2,DIFF3,DIFF4,DIPF5
801 FORMAT(45X,7F5.0)
ND3 = 0
ND5 = 0
ND7 = 0
ND9 = 0
NJL = 76
IF(NMODE.E0.2) NJL = 141
OFRSH = AbSCOlN(NJL))
IFCQFRSH.LF.2000.) GO TO 8000
IFCOFPSH.LF.3000.) GO TO 8001
IF(OFRSH.LE,4000.) GO TO 8002
IF(OFPSH.LF.5000.) GO TO 8003
IF(OFRSH.LE.6000.) GO TO 8004
IF(OFPSH.LE.7000.) GO TO 8005
IF(OFPSH.LE.8000.) GO TO 8006
IF(OFPSH.LE.9000.) GO TO 8007
IF(OFRSH.LE.10000.) GO TO 8008
IFCOFPSH.LE.l1000.) GO TO 8009
NDl = 11
ND2 = 24
ND5 = 10
ND6 = 10
ND9 = 9
ND10 = 9
GO TO 8099
8009 NDl = 15
ND2 = 24
ND3 = 11
ND4 = 14
ND7 = 10
ND8 = 10
ND9 = 9
NDlO = 9
GO TO 8099
8008 NDl = 23
ND2 = 24
ND3 = 15
- 256 -
00207500
00207600
00207700
00207800
00207900
00208000
00208100
00208200
00208300
00208400
00208500
00208600
OQ208700
00208800
00208900
00209000
00209100
00209200
00209300
00209400
00209500
00209600
00209700
00209800
00209900
00210000
00210100
00210200
00210300
00210400
00210500
00210600
00210700
00210800
00210900
00211000
00211100
00211200
00211300
00211400
00211500
00211600
00211700
00211800
00211900
00212000
00212100
00212200
00212300
00212400
00212500
00212600
00212700
00212800
00212900
00213000
00213100
0021320C
0021330C
00213400
00213500
-------
ND4 = 22
ND5 = 11
ND6 = 14
ND9 = 9
NDlO = 10
GO TO 8099
8007 NDl = 25
ND2 = 25
ND3 = 23
ND4 = 24
ND5 = 12
ND6 = 22
ND7 = 11
ND8 = 11
ND9 s 9
GO TO 8099
8006 NDl = 26
ND2 = 26
ND3 = 23
ND4 s 25
ND5 = 12
ND6 = 22
ND7 = 11
ND8 s 11
ND9 = 9
NDlO = 10
GO TO 8099
8005 NDl = 27
ND2 = 27
ND3 = 25
ND4 = 26
ND5 = 12
ND6 = 24
ND? = 20
ND8 = 20
ND9 = 9
NDlO s 11
GO TO 8099
k 8004 NDl = 33
ND2 = 34
ND3 = 25
ND4 = 28
ND5 = 12
i ND6 = 24
ND7 = 20
» ND8 = 20
ND9 = 9
' NDlO = 11
IFCNMODE.EQ.l) GO TO 8099
ND2 = 45
• GO TO 8099
8003 NDl = 34
ND2 = 36
, ND3 = 25
ND4 = 33
ND5 = 12
ND6 = 24
ND7 = 20
ND8 = 20
ND9 = 9
0021360(
0021370C
0021380C
0021390(
0021400(
0021410(
0021420*
00214301
00214401
00214501
00214601
00214701
00214801
00214901
00215001
00215101
0021520'
0021530-
0021540
0021550
0021560
0021570
0021580
0021590
0021600
0021610
0021620
0021630
0021640
0021650
0021660
0021670
0021680
0021690
0021700
0021710
0021720
0021730
0021740
0021750
0021760
0021770
0021780
0021790
0021800
0021810
0021820
0021830
0021840
0021850
0021860
0021870
0021880
002189C
002190C
002191C
002192C
002193C
002194C
002195C
002196C
- 257 -
-------
ND10 = 1 1
) GO TO 8099
8002
8001
8000
8099
8100
8101
8200
8102
8201
8103
NDl =
ND2 =
ND4 =
GO TO
NDl =
ND2 =
ND3 =
ND4 =
ND5 =
ND6 =
ND7 =
ND8 =
ND9 =
38
59
37
8099
35
39
25
34
12
24
20
20
9
NDlO r 11
GO TO 8099
EQ.1) GO TO 8099
NDl = 46
ND2 = 75
ND4 = 45
GO TO 8099
NDl = 37
ND2 = 52
ND3 = 25
ND4 = 36
ND5 = 12
ND6 = 24
ND7 = 20
ND8 = 20
ND9 = 9
NDlO = 11
IF(NMODE.EO.l)
NDl = 62
ND2 = 125
Np4 = 61
GO TO 8099
NDl = 44
ND2 = 63
ND3 = 25
ND4 = 43
ND5 = 12
ND6 = 24
ND7 = 20
ND8 = 20
ND9 = 9
NDlO = 11
IFCNMOPE.EO.I)
NDl = 88
ND2 = 201
ND4 = 87
DO 8100 N=ND1,ND2
DIFFK(N) = DIFF1
IFCND3.EQ.O) GO TO 8200
DO 8101 N=^D3,ND4
DIFFK(N) a DIFF2
IF(ND5.EQ.O) GO TO 8201
DO 8102 N=ND5,ND6
DIFFK(N) = DIFF3
IF(ND7.EQ.O) GO TO 8202
DO 8103 N=ND7,ND8
DIFFK(N) = DIFF4
GO TO 8099
0021970(
0021980(
0021990C
0022000(
0022010(
0022020(
00220300
0022040C
0022050C
0022060C
0022070C
0022080C
0022090C
0022100C
00221 IOC
0022120C
0022130C
0022140C
0022150C
0022160C
0022170C
0022180C
0022190C
00222000
00222100
00222200
00222300
00222400
00222500
00222600
00222700
00222800
00222900
00223000
00223100
00223200
00223300
00223400
00223500
00223600
00223700
00223800
00223900
00224000
00224100
00224200
00224300
00224400
00224500
00224600
00224700
00224800
00224900
00225000
00225100
00225200
00225300
00225400
00225500
00225600
00225700
- 258 -
-------
8202 IFCND9.EQ.O) GO TO 8203
DO 8104 N=ND9,ND10
8104
8203
= DIFFS
= 20.
= 10.
= 40.
= 50.
= 60.
= 70.
= RO.
= 90.
200
C
C****
C
C
C
c****
C
DIFFK(M)
CONTINUE
DIFFKU)
DIFFK(2)
DIFFKC3)
DlFFK(4)
DlFFK(b)
DIFFK(6)
DIFFKC7)
DlFFK(S)
RETURN
CONTINUE
RETURN
END
*******************************************
WASTE LOAD SUBPOUTINFS
**$************ ****************************
SUBROUTINE CWASTE(INOPT,NUMCON,NJ,MZ1,NZ2)
COMMON NSPH:C,DELTO,nUMMI(9)
COMMON/ALPH/ALPHA(220), BLANKF(20)
COMMON/GROUP/MGPOUP(6),LGROUPC4),NGPOUP(5)
COMMON/DPR I NT/KDELP1 , KDELP2 , KDELP3 , KDF.LPC ,
1 KDELP8,KDFLP9
COMMON/CWTABL/NZTDIS(6,4),ZTLOAD(5,6,4),ZT
1ZLOAD(5,6),ZPCT(5,6),NDIS,CWLOAD(5),NTYPE,
COMMON/CINPUT/CSPFC(160,5),0INWQ(160),CFF(
1 WFLO(2,10),WCON(5,10),WLQAD(5,10),DELT01
DIMENSION vnLQIN(160)
EQUIVALENCE (QINWQ,VOLQIN)
GO TO (100,200,300,400) , INOPT
100 CONTINUE
C******* INITIALIZE ARRAYS *******
KDELPC=1
DO 123 J=1,NJ
QINWQ(J)=0.0
DO 121 I=1,NUMCON
CSPEC(J,I)=0.0
121 CONTINUE
123 CONTINUE
DO 127 NZ=1,6
NZDIS(NZ)=0.0
DO 126 NT=1,4
NZTDIS(NZ,NT)=0.0
DO 125 1=1,NUMCON
ZTLOAD(I,NZ,NT)=0.0
125 CONTINUE
126 CONTINUE
127 CONTINUE
DO 129 1=1,NUMCON
CWLOAD(I)=0.0
DO 128 NZ=1,6
ZLOAD(I,NZ)=0.0
128 CONTINUE
129 CONTINUE
NDIS=0
002258'
002259
002260
002261
002262
002263
002264
002265
002266
002267
002268
002269
002270
002271
002272
002273
002274
************************002275
002276
002277
002278
************************002279
002280
002281
002282
002283
002284
002285
002286
PCT(5,6,4),NZDIS(6),
NZ
KDELP4,KDELP5,KDELP6,
6),
002287
002288
002289
002290
002291
002292
002293
002294
002295
002296
002297
002298
002299
002300
002301
002302
002303
002304
002305
002306
002307
002308
002309
00231C
002311
002312
002313
0023H
002315
0023H
00231'
00231?
- 259 -
-------
200 CONTINUE
WFLOC1,1)=0.0
DO 201 1=1,NUMCnN
WLOAD(1,1)=0.0
201 CONTINUE
C******* PRINT HEADING FOP CONSTANT 1/vW TABLE *******
IF(KDFLP3.Np.O) GO TO 208
WRITE(6,119) (ALPHA(I),I=61,80)
DO 205 K=l, NUMCON
Kl = 101 + ?0 * K
K2 = Kl + 19
WRITE(6,64380) (ALPHA(I),I = K1 ,K2)
205 CONTINUE
WRITE(6,124)
208 CONTINUE
C******* INPUT 'ND* DISCHARGES FOR NODE JJ *******
211 CONTINUE
READ(5,192) JJ,ND,NZ
IF(JJ.EQ.O) GO TO 210
KDELPC=0
J=JJ
DO 215 K = l ,ND
READ(5,206)NTYPE,(ALPHA(I),!=!,3),CRF(b),(CRF(I),I=1,5),WELD(1
1 (WCON(I,K),1=1,5)
WFLO(1,K) = WFLO(1,K) * CRF(6)
WFLO(2,K) = l*FLO(l,K) / 1.55
C******* ACCUMULATE INFLOW FOR NODE *******
OINWQ(J) = OINWQ(J) + WFLO(1,K)
c******* NUMBER PF DISCHARGES BY ZONE AND TYPE
NZTDlS(hZ, NTYPE) = NZTDI S ( NZ , NTYPE) •»• 1
DO 202 1=1,MUMfON
C******* APPLY ZONED REDUCTION FACTORS *******
WCONIK = WCON(T,K)
IF(LGPUUP(*JTYPE) .NE.O) CALL WWADJ(3,NUMCON
WCON(I,K) = WCONIK
C******* ADJUSTED INPUT LOADS, INTERNAL
WLOAD(1,K) = WCON(I,K) * WFLO(1,K)
C******:* LOADS IN 1000 LB/DAY *******
WLOAD(I,K) =-WLOAD(l,K) * 0.005385
C******* ACCUMULATE LOAD FOR NODE IN 1000
CSPEC(J,I) = CSPEC(J,I) + WLOAD(I,K)
LOADS BY ZONE AND TYPE IN 1000 LB/DAY *******
ZTLOAD(I,NZ, NTYPE) = ZTLOAD (I , NZ , NTYPF ) -t- WLOAD(I,K)
<** TOTAL LOAD IN 1000 LB/DAY *******
= CWLOAD(I) + WLOAD(I,K)
*******
J , hCONIK , I , JJ )
UMTS *******
* CPE(I)
LB/DAY *******
CWLOAD(I)
202 CONTINUE
IF(KDELP3.NF.O) GO TO 215
C******* PRINT INDIVIDUAL ENTRIES IN TABLE *******
WRITE(6,225) JJ,(ALPHA(I),1=1,3),WFLO(2,K),(WCON(I,K),1=1,5)
WRITE(6,131) WFLOd,K),(CRF(I),1=1,5),(WLOAD(I,K),1=1,5)
215 CONTINUE
C******* PRINT NODE TOTALS FOR TABLE *******
IF (KDELP3.NF.O) GO TO 218
WRITE(6.227) QINWQ(J),(CSPEC(J,I),1=1,5)
WRlTE(6,229)
218 CONTINUE
GO TO 211
210 CONTINUE
RETURN
300 CONTINUE
READ RESTART CSPEC ON UNIT 8 *******
00231900
00232000
00232100
00232200
00232300
00232400
00232500
00232600
00232700
00232800
00232900
00233000
00233100
00233200
00233300
00233400
00233500
00233600
00233700
00233800
00233900
00234000
,K) ,00234100
00234200
00234300
00234400
00234500
00234600
00234700
00234800
00234900
00235000
00235100
00235200
00235300
00235400
00235500
00235600
00235700
00235800
00235900
00236000
00236100
00236200
00236300
00236400
00236500
00236600
00236700
00236800
00236900
00237000
00237100
00237200
00237300
00237400
00237500
00237600
00237700
00237800
00237900
- 260 -
-------
IFCKDEL.P3.NF.2)
DO 305 J = l ,NJ
GO TO 306
DO 304 I = 1,N!)MCOM
PEAD(8) DUMMY
304 CONTINUE
READ(8) DUMMY
305 CONTINUE
RETURN
306 CONTINUE
READC8) (VOLQIN(J),(CSPEC(J,I) ,1=1 ,NUMCON) ,J=1 ,NJ)
DO 320 J = l ,NJ
oiNvvQ(j) = voLOiN(j) / DF:LTO
DO 310 l=l,NUMCnN
CSPEC(J,1) = CSPEC(J,I) * 0.005385 / DFLTQ
310 CONTINUE
320 CONTINUE
KDELPC = 1
RETURN
400 CONTINUE
C******* ACCUMULATE LOADS AND CALCULATE PERCENTAGES BY ZONE
DO 425 NZ=NZ1 ,NZ2
DO 410 NTYPF=1 ,3
NZDIS(NZ) = NZDIS(NZ) + NZTDJ S ( NZ , NTYPE)
DO 405 I=1,NUMCON
ZLOAD(I,NZ) = ZLOADCI,NZ) + ZTLOAD ( I , NZ , NTYPE )
405 CONTINUE
410 CONTINUE
DO 420 MTYPF. = 1,3
DO 415 I=1,NUMCON
IF (ZLOAD(I,NZ).FO.O.O) GO TO 415
ZTPCT(1,NZ,MTYPE) = ZTLOAD ( I , NZ , NTYPE ) * 100.0 / ZLOADCI,NZ)
415
420
425
=1 ,5)
•<• 440
192
206
119
124
225
227
ZPCT(I,NZ) = ZLOAD(I,NZ) * 100.0 / CWLOAD(T)
CONTINUE:
CONTINUE
NDIS = NDlS + NZDIS(NZ)
CONTINUE
PRINT SUMMARY TABLE *******
WRITE(6,136)
DO 440 NZ=NZ1,NZ2
WRITE(6,137)((NZ,NZTDIS(NZ,NTYPE),(ZTLOAD(I,NZ,NTYPE),I=!
1 (ZTPCT(I,NZ,NTYPE),1 = 1,5)),NTYPE = 1 ,3)
WRITE(6,139) NZDIS(NZ),(ZLOAD(I,NZ),1=1,5),(ZPCT(I,NZ),1=1,5)
WRITE(6,130)
CONTINUE
WRlTE(6,14l) NDIS,(CWLOAD(I),1=1,5)
WRITE(6,13Q)
RETURN
FQRMAT(14I5)
FORMAT (I1,1X,2A4,1X,A4,6F5.0,F10.0,5F5.0)
FORMAT(1HO//50X,31H SUMMARY OF POINT SOURCE INPUTS//26X,20A4//)
FOPMAT(1HO//30X,65H MUNICIPAL AND INDUSTRIAL WASTEWATER AND TP
CTARY INFLOW BY Nonp://i32H INPUT NAME OF TYPE
COW *******] UNADJUSTED CONC (MG/L) t ADJ. FACTORS
CUT LOADS - 1000 LR/DAY 1/132H NODE DISCHARGE
CD CFS ! CONST1 CONST2 CONST3 CONST4
CONST2 CONST3 CONST4 CONST5J/6H
CH! ,9(1H-))
OF
i *******
ADJUSTED
DISCHARGE 1
CONST5! CONST1
, 3X , 7 ( 1H-) , 4X, 7 ( 1H-) , 2X,
, , , , , ,
H! ,9(1H-)),10(2H! , 6 ( 1H-) ) , 1H 1 /29X , 2 ( 1H ! , 10X) , 1 0 ( 1H 1 , 7X) , 1H 1 )
FORMAT(2X,I3,4X,2A4,4X,A4,4X,1H! ,F10.2,1H1,10X,5(1H!,F7.2),5(1H
X),1H!)
CX
FOPMAT(29X,1HJ,10X,2H1 , 9(1H-) ,5(1HI,7X),5(2HJ ,6(1H-)),1H
C NODE TOTAL,1X,2(10X,1H1),F10.2,5(1H!,7X),5(1H!,F7.2),1H1)
/7X
002380
002381
002382
002383
002384
002385
002386
002387
002388
002389
002390
002391
002392
002393
002394
002395
002396
002397
002398
002399
00240C
002401
002402
002403
002404
002405
002406
002401
00240F
00240?
00241C
002411
002412
00241 •
00241^
00241!
0024H
002411
00241*
00241«
00242C
00242!
00242:
00242]
00242'
00242!
00242<
00242'
002421
00242'
IPU00243<
FI.00243
INP00243!
PG00243
C00243*
2(200243!
00243)
1 ,700243'
00243!
11H002431
00244'
- 261 -
-------
130
131
136
U3?(1H_))
FOPMAT(29X,1H!,\OX,1HI,F10.2,10(1H!,F7.2 ) ,
FORMAT(1H1/////48X,43HSUMMARY OF DISCHARGE
1///5X,H6H INPUT TYPE OF NUMBER OF
2 - 1000 LB/DAY ! INPUT LOADS - PFPCEM
137
3 116H ZONF niSCHARGF DISCHARGES !
4ST4 CONST5 ! CONST1 CONST2 CONST3
52(4X,7(1H-)),4X,5(8H! ),2X,5(8H!
FORMATCllO,6X,4H MUN,8X,I 3,6X,5(1H ! ,F7
1 I10,6X,4H IND,8X,I3,6X,5(1H1,F7
2 I10,6X,4HTRIR
CONST 1
CONST4
00244100
1H ! ) 00244200
LOADS BY ZONF AND TYPE/00244300
! ADJUSTED INPUT LOADS00244400
OF ZONE BY TYPE !/5X, 00244500
CONST3 CON00244600
1/6X,5(1H-),00244700
00244800
2),2H !/ 00244900
2),2H !/ 00245000
2),2H
ZONE
CONST2
CONST5
)
...... ),2H
2) ,2X,5(1HI ,F7
2),2X,5(1H1 ,F7
2) ,2X,5(JH1 ,
F7
8X,I3,6X,5(1H!,F7
139 FORMAT(37X,5(8Hl ---),2X,5(8HJ
1 l8,6Xr5(lH!,F7.2),2X,5(lH!,F7.2),2H 1)
141 FORMATUHO, 10X, 12H GRAND TOTAL,I 8,6X , 5F8,2 )
229 FbRMAT(132MH-))
64380 FORMATUHO,26X,20A4)
END
SUBROUTINE VWASTE(INOPT,NUMCON,NJVDIS,NZ1 , NZ2)
INTEGER TCnuNT,TCZ,TCZT
COMMON/ALPH/ALPHA(220),BLA.NKF(20)
COMMON/VWLOAD/CON(5,75,35),FLO(75,35),INCF(75,35),NJVD(75) ,
1 NINCFC75),NPERF(75),NTYS(75),NZSN(75),KCLF(75),KFK(75)
COMMON/V'«TABL/TCZT(6,4) , TLKZT ( 5 , 6 , 4 ) , ZCON ( 5 , 6 , 4 ) , TCZ ( 6 ) ,
1 TLKZ(5,6) ,ZCON1(5,6),TCOUNT,TLBS(5),ISAN,TSIN,ININ,I RUN
COMMON/GFOUP/MGPOUP(6),LGROUP(4),NGPOUP(5)
COMMON/C1NPUT/CSPFC(160,5),QINWO(160),CPF(6),
1 WFLO(2,10),WCON(5,10),WLOAD(5,10),DELTC1
COMMON/CWTABL/NZTDIS(6,4),ZTLOAD(5,6,4),ZTPCT(5,6,4),NZDIS(6),
1ZLOAD(5,6),ZPCT(5,6),NDIS,C^LOAD(5),NTYPE,NZ
GO TO (100,200,300,400),INOPT
CONTINUE
NUMBER OF DISCHARGES TO CONSTANT WW TOTAL ****
!/
!/
!)
TOTAL
100
c*******
DO
105
110
INITIALIZE
110 NZ=1 ,6
TCZT(NZ,4) = 0
DO 105 NT=1,3
TCZT(NZ,NT) = NZTDIS(NZ,NT)
CONTINUE
CONTINUE
WRlTE(fe,7071 )
WPITE(6,12Q)
CONTINUE
STORE VARYING INFLOWS AND CONCENTRATIONS *******
8699
c******* READ AND
NPAGE = 6
DO 7099 J=l,NJVDIS
READ(5,7000) (ALPHA(I),1=1,3),CRF(6),(CRF(I),I=1,5),NJVD(J),
1 NINCF (J),NPERF(J),NTYS(J),NZSN(J)
TCZT(NZSN(J),NTYS(J))=TCZT(NZSN(J),NTYS(J))+1
KCLF(J)=1
KFK(J)=0
KKK=NINCF(J)
PEAD (5,7017)(INCF(J,K),FLO(J,K),(CON(I,J,K),I=1,5),K=1,KKK)
DO 7003 K=1,KKK
FLO(J,K)=FLO(J,K)*CRF(6)
DO 7004 I=1,NUMCON
CON(I,J,K)=cnN(I,J,K)*CRF(I)
JJ = NJVD(J)
CONIJK = CON(I,J,K)
IF(LGROUP(NTYS(J)).NE.O) CALL WWADJ(3,NUMCON,NJ,CONIJK,I,JJ)
CON(I,J,K) = CONIJK
7004 CONTINUE
7003 CONTINUE
- 262 -
00245100
00245200
00245300
00245400
00245500
00245600
00245700
00245800
00245900
00246000
00246100
00246200
00246300
00246400
00246500
00246600
00246700
00246800
00246900
00247000
00247100
00247200
00247300
00247400
00247500
00247600
00247700
00247800
00247900
00248000
00248100
00248200
00248300
00248400
00248500
00248600
00248700
00248800
00248900
00249000
00249100
00249200
00249300
00249400
00249500
00249600
00249700
00249800
00249900
00250000
00250100
-------
C******* PRINT VARYING INFLOWS AND CONCENTRATIONS *******
NPAGF = NPAGE + 9 + KKK
IFCNPAGE.LF.60) GO TO 150
WRITF(6,8603)
NPAGE = 9 + KKK
150 CONTINUE
WRlTE(6,707;nNjVD(J) , NZSN(J) ,NTYS(J) , (ALPhA(I) ,1 = 1 ,3) ,NPERF(J)
11 = 1
111=0
KKK = NINCF(,T)
DO 7085 K=l,KKK
200
6,7078) IJ,INCF(J,K),FLO(J,K),(CON(I,J,K),1=1,NUMCON)
III=INCF(J,K)
7085 CONTINUE
WRITE(6,129)
7099 CONTINUE
RETURN
CONTINUE
IMARK=ISAN
INITIALIZE TABLE TO CONSTANT MW TOTALS *******
DO H500 IK = 1,TNIN
TCOUNT = 0
DO 11050 J=l,5
TLBS(J) = CWLOAD(J)
DO 11050 K=l,5
TCZ(K) = 0
TL«Z(J,K)=0.
DO 11051 Jj=l,3
TLKZT(J,K,JJ) = 7TLOAD(J,K,JJ)
11051 CONTINUE
TLKZT(J,K,4)=0.
11050 CONTINUE
VARYING LOADS OVER AVERAGING PERIOD
RDD TO CONSTANT WW TOTALS
C******* ACCUMULATE
C*****^ AND
IMAPT=IMARK
DO 11510 JJ=1,ISIN
IMARK=IWAPK+1
DO 11501 J=1 .MJVDIS
Ill = 0
11 = 1
KKK=NINCF(J)
KMARK=KKK
IF (KMARK.EO.l )GO TO 11506
c******* FIND DISCHARGE PERIOD CORRESPONDING
DO 11505 K = l ,KKK
IMARK)GO TO 11505
*******
TO CYCLE IMARK *******
IF(II.LT
KMAPK=K
GO TO 11506
11505 III=INCF(J,K)
GO TO 11501
11506 NNZ=NZSN(J)
NT=NTYS(J)
DO 11515 K=1,N[JMCON
TLBS(K)=TLBS(K)-.005385*FLO(J,KMARK)*CON(K,J,KMARK)/FLOAT(ISIN)
TLKZT(K,NNZ,NT)=TLKZT(K,NNZ,NT) - . 005385*FLO ( J , KMARK ) *CON (K , J , KMAP00255
IK)XFLOAT(ISIN) 00255
11515 CONTINUE 00256
11501 CONTINUE 00256
11510 CONTINUE 00256
- 263 -
002502
002503
002504
002505
002506
002507
002508
002509
002510
002511
002512
002513
002514
002515
002516
002511
00251E
00251S
00252C
002521
00252:
00252J
00252^
002525
00252f
00252^
00252*
00252<
00253(
00253!
00253;
00253.'
00253'
00253!
00253*
00253'
002531
00253'
002541
00254:
00254!
00254
00254
002541
00254i
00254
00254
00254
00255-
00255
00255
00255
00255
00255
00255
00255
-------
COMPUTF TOTRI, LOADS AND PCT'S BY ZONE AMD TYPF
DO 11135 NZ=MZ1 , NZ2
DO 11132 11=1,5
DO 11131 111=1 ,4
TL*Z ( 1 1 , NZ ) =TLK Z ( I T , NZ ) +TLK ZT ( 1 1 , NZ , 1 1 1 )
11131 CONTINUE
11132 CONTINUE
DO 11134 111=1 ,4
TCZ(NZ)=1CZ(NZUTCZT(NZ,1H)
DO 11133 II=1,NUMCON
ZCON( JI.NZ, nn=TL*ZT(II , NZ , I T I ) * 1 00 . /TLKZ ( 1 1 , K
-------
8603 FORMAT(lril)
END
SUBROUTINE WWADJ(INQPT,NUMCON,NJ,WLOAD,KK , JJ)
DIMENSION FACTR(5,20),NJSTRT(5,20),NJSTC)P(5,20),PWSTRT(5,20),
1 R!"$TOP(5,20) ,REDF(5,160)
COMMON/GPOUP/MGROUP(6),LGROUP(4),NGROUP(5)
COMMON / » NF/RNWODF( 160) ,FGSWO(99,5) ,FGSKA(99) , I VvFSCY , ICYC , ICCE ( 5 ) ,
1 KSLACK , IWF , IWFFCY , INODOH (99 ) , NMOPF , MODERN' (100,3)
DIMENSION WTYPEH2)
DATA WTYPE/4HMUNI,4HCIPA,4HLITY,4H I N , 4HDUST , 4HPY ,4H TRI,
1 4HBUTA,4HRY , 4HSTOR,4HV WA,4HTER /
GO TO (100,200,300),INOPT
C******* INITIALIZE ARRAYS *******
100 CONTINUE
DO 140 I=1,NUMCON
DO 120 J=l,WJ
REDF(I,J) = 1.0
120 CONTINUE
140 CONTINUE
RfTURN
200 CONTINUE
C******* READ FACTORS TO ADJUST INPUT LOADINGS BY ZONE AND TYPE *****
DO 222 1=1,NUMCON
IF(MGROUP(I).EO.O) GO TO 222
MG - MGROUp(I)
KDELP1=1
IF(MG.GT.IOO) GO TO 218
READ(5,220) (FACTP(I,K),NJSTRT(I,¥),NJSTOP(I,K),K=1,MG)
GO TO 222
CONTINUE
MG = MG - 100
READ(5,221) (FACTR(I,K),RMSTPT(I,K),PMSTOP(I,K),K=1,MG)
MG=MG+100
CONTINUE
*** PREPARE ADJUSTMENT FACTORS *******
DO 238 1=1,NUMCON
IF(MGROUP(T).F.Q.O) GO TO 238
MG = MGROUP(I)
IF(MG.GT.IOO) GO TO 233
DO 232 K=1,MG
NJl = NJSTRT(I,K)
Nj2 = NJSTOP(T,K)
DO 231 J=NJ1,NJ2
REDF(I,J) = FACTR(I,K)
231 CONTINUE
232 CONTINUE
GO TO 238
233 CONTINUE
MG=MG-100
DO 236 K=l,MG
Ml = PMSTRT(I,K) + 0.5
M2 = RMSTOP(I,K) - 0.5
DO 235 M=M1,M2
DO 234 N=l,3
L = NODEPM(M,N)
IF(L.EQ.O) GO TO 234
REDF(I,L) = FACTR(I,K)
234 CONTINUE
235 CONTINUE
236 CONTINUE
238 CONTINUE
~~ 218
222
C****
00262
00262
00262
00262
00262
00262
00263
00263
00263
00263
00263
00263
00263
00263
00263
00263
00264
00264
00264
00264
00264
*00264
00264
00264
00264
00264
00265
00265
00265
00265
00265
00265
00265
00265
00265
00265
00266
00266
00266
00266
00266
00266
00266
00266
00266
00266
00267
00267
00267
00267
00267
00267
00267
00267
00267
00267
00268
00268
00268
00268
00268
- 265 -
-------
C******* PRINT T&BLF OF ADJUSTMENT FACTORS *******
IF(KDELPl.FO.O) PETURN
WRITE(6,240)
DO 243 K=l,4
IF(LGROUPCK).EO.O) GO TO 243
K2 = K*3
Kl = K2-2
WRI TEC 6,241)(WTYPE(I) ,I=K1,K2)
243 CONTINUE
WPITE(6,242)
DO 244 J=l,MJ
WRITE (6,245) J, (PEDFU.J) ,1 = 1 ,NUMCON)
244 CONTINUE
WRITE(6,8603)
RETURN
C******* ADJL'ST INPUT LOADINGS BY ZONE AND TYPE *******
300 CONTINUE
WLOAD = '*LOAD * PFDF(KK,JJ)
RETURN
220 FQRMAT(5(F5.0,215))
221 FORMAT(5(3F5.0) )
240 FOR^AT(1HO///52X,'TABLE OF ADJUSTMENT FACTORS ' /44X , 'APPLIED TO
IF FOLLOWING WASTE SOURCE TYPES'//)
241 FOPMATUH ,59X,3A4)
242 FOPMATC1HO//43X,'NODE CONST1 COMST2 CONST3 CONST4 CONST5'/
1 43X,' ',5(2X,6(1H-))X)
245 FORfATUH ,42X , I 3,3X,5F8.2)
8603 FORWAT(lHl)
END
C
C<
C
C
C
DECAY SUBROUTINES
SUBROUTINE DECAY (J,K,CMASS)
COMMON/TRN/C(160,5),Y(160),TRNSC(5),LOGOP(5),DMULT(5),IADOP(5)
* IADDTR(2),IDATRF,IADTRF.MLTTRF,LOGTRF
COMMON/FUNX/NCONS(5),CO(5,5),FUNC(12,5),CLIMIT(5),NCHLO,NAMM,NPHO,
1 NAD1,NAD2,NDO,NN03
COMMON/RATES/RATE(160,15}THETA(15),RM(10),RXN(10),DTD,TEMP
COMMON/PAR/CSAT,CDO,REOXK,SODD,PHOTUM,RESPM,CKT,CXT,AMUP,PHOP,DNK
COMMON/AGEUM/AVOL(160),ASUR(160),VOL(160),VMEANJ(160)
C******* MASS TRANSFERS
TMASS=0.0
DO 100 1=1,5
TMASS=TMASS+CU(I,K)*RATE(J,I)*C(J,I)
100 CONTINUE
TMASS=TMASS*VOL(J)
C******* SPECIAL DO FUNCTIONS
DOMASS=0.0
IF(K.NE.NDO) GO TO 200
DOMASS=DOMASS+FUNC(1,K)*(CSAT-C(J,K))*REOXX*VOL(J)
1+FUNC(2,K)*ASUR(J)*SODD*3.2817*DTD+FUNC(3,K)*PHOTUM
2+FUNC(4,K)*RESPM+FUNC(5,K)*PHOTOM+FUNC(6,K)*RESPM
200 CONTINUE
C******* OTHER SPECIAL FUNCTIONS
SMASS7=FUNC(7,K)*CKT-CXT)
SMASS8=FU NC(8,K)*AMU P*C(J,NAMM)
SMASS9=FUNC(9,K)*PHOP*C(J,NPHO)
SMAS10=FUNC(10,K)*RATE(J,6)*C(J,NAD1)
SMAS11=FUNC(11,K)*RATE(J,7)*C(J,NAD2)
SMAS12=FUNC(12,K)*DNK*C(J,NN03)
SMASS+(SMASS7+SMASS8+SMASS9-i-SMAS10+SMASll+SMAS12) * VOL(J)
C******* COMPUTE NEW MASS *******
CMASS=CMASS+TMASS+DOMASS+SMASS
RETURN
END
00268500
00268600
00268700
00268800
00268900
00269000
00269100
00269200
00269300
00269400
00269500
00269600
00269700
00269800
00269900
00270000
00270100
00270200
00270300
00270400
00270500
TH00270600
00270700
00270800
00270900
00271000
00271100
00271200
00271300
00271400
00271500
00271600
00271700
00271800
»00271900
00272000
00272001
00272002
00272003
00272004
00272005
002720C6
00272007
00272008
00272009
00272010
00272011
00272012
00272013
00272014
00272015
00272016
00272017
00272018
00272019
00272020
00272021
00272022
00272023
00272024
00272025
00272026
00272027
00272028
00272029
00272030
00272031
00272032
00272033
- 266 -
-------
SUBROUTINE NORGDK (INOPT,K,NJ)
COMMON/HATKS/HATE(160,15),THFTA(15),PM(10),PXN(10),DTD,TFMP
IF(INDPT.fc;0.2) CO TO 200
C******* SET AMMONIFTCATION PATFS *******
DO 150 J=1,NJ
RATF(J,K) = 0.07
CONTINUE
THETA(1)=1.047
RETURN
CONTINUE
150
200
c*******
i RM(
RM(
RM(
, RM(
RM(
J RXN
RXN
1 PXN
i RXN
CAt;
SET
1
2
3
4
5
(
(
(
(
L
)
)
)
)
)
1
2
3
4
=
—
:
—
—
) =
) =
) =
) =
HXM
SETTL
1 .
24
46
85
10
0
0
0
0
0
.
,
,
1
0
0
n
.
0
ING
.07
,
.
.
l
1
1
1LE(
5
2
2
7
,4,
PATES *******
0)
THETA(7)=1
RETURN
END
SUBROUTINE
00
NITPIF(K,NITROP,NJ,NMODE)
- 266a -
-------
COMMON/RATES/RATE (160, 15) ,THETA(15) , PI* ( 1 0 ) , F N I T ( 1 0 ) , DTD , TE MP
0027460C
C NITROP NITRIFICATION OPTION
C „.„.„. .•«-.......-......._____._._.__.• ___ _
C 0 pc-AD IN NITRIFICATION RATES AND PATTEP-N
C 1 STANDARD NITRIFICATION PATES AMD PATTERN
C 2 STANDARD NITRIFICATION PA11FFN ; PFAD IN PATES
c 3 HIGH NITRIFICATION RATES IN STANDARD PATTERN
c 4 NITRIFICATION LINKED TO NITPOSO^OKAS BACTERIA
IF(NITROP.EO.O) RETURN
THETA(2)=1 .085
IF(TEMP.GE.15.0) GO TO 50
C******* NITRIFICATION SUPPRESSED BELOK 15 C *******
DO 25 J=l , NJ
RATE(J,2) = 0.0
25 CONTINUE
RETURN
50 CONTINUE
C******* SET STANDARD PATES *******
RNITU ) = 0.04
RNIT(2) = 0.06
RNIT(3) = 0.20
RNIT(4) = 0.02
RNIT(5) = 0.06
RNIT(6) = 0.20
RNITC7) = 0.20
GO TO (120,HO,100,200),NITPOP
C******* SET HIGH NITRIFICATION RATES *******
100 CONTINUE
RNIT(3) = 0.30
RNIT(4) = 0.06
RNIT(5) = 0.15
RNIT(6) = 0.50
RNIK7)' = 0.30
GO TO 120
110 CONTINUE
RF,AD(5,115) (RNIT(I) ,1 = 1 ,7)
115 FORMAT(45X,7F5.0)
120 CONTINUE
C******* SET NITRIFICATION PATTERN AS FUNCTION OF TEMP *******
XLEN = 17.0 * 1 ,085**(20.0-TEMP)
RMd) = 0.5
RM(2) = 5.0
RM(3) = 14.0
RM(4) = 26.5
RM(5) = 26.5 •»• XLEN
RM(6) = 26.5 + 2*XLEN
RM(7) = 26.5 + 3*XLEN
IF(RM(7).GT.R5.0) PM(7)=85.0
RM(8) = 86.0
c******* SET NITRIFICATION FOR ESTUARY *******
CALL RXMILE(K,7,0)
C******* SET NITRIFICATION FOR TRIBUTARIES *******
RMd) = 86.0
RM(2) = 101 .0
CALL RXM1LE(K,1 ,0)
RETURN
200 CONTINUE
C******* NITRIFICATION LINKED TO NITROSOMONAS BACTERIA *******
WRITE(6,250)
****00274700
*00274800
*00275000
*00275100
*00?75200
*00275300
*00275400
0027560 T
00275700
00275800
00275900
0027600C
00276100
00276200
00276300
00276400
00276500
00276600
00276700
00276800
00276900
00277000
00277100
00277200
00277300
00277400
00277500
00277600
00277700
00277800
00277900
00278000
00278100
00278200
00278300
00278400
00278500
00278600
00278700
00278800
00278900
00279000
00279100
00279200
00279300
00279400
00279500
00279600
00279700
00279800
00279900
00280000
00280100
00280200
00280300
00280400
00280500
00280600
- 267 -
-------
250 FORMATUHO//10X,'NITRIFICATION LINKED TO NITPOSOMONAS BACTFRIA IS 002R07
INOT YET PROGRAMMED ; STANDARD NITRIFICATION WILL BE ASSUMED ') 002808
NjTPOP = 1 002809
GO TO 120 002810
END 002811
SUBROUTINE N03DK(K,NJ) 002P12
COMMON/RATFS/RATE(160,15) , THETA (1 5 ) , RM (1 0 ) , PXN ( 1 0 ) , DTD,TF.MP 002813
COMMON/DENITR/DNMAX, DNBPK,DNDOBP,DNSTRT,THETDN 002814
C******* SET BIOLOGICAL UPTAKE RATES ******* 002815
DO 100 J=1,NJ 0028H
RATE(J,K) = 0.02 002817
100 CONTINUE 002818
THETA(3)=1.16 00281S
C******* SET DENITRTFICATION RATES ******* 00282C
DNMAX = 0.28 002821
DNBRK = 0.11 00282:
DNDOBP = 0.20 00282:
DNSTRT = 1.00 00282'
THETDN = 1.12 002825
^ WRITE(6,1805) DNSTPT,DNSTPT,DNDOBP,DNBPK,DMDOBP,DNMAX,THKTDN 00282<
1805 FORMATUH /71H THE DENITRIFICATION PATE (DWO IS DETERMINED BY TEM00282"
* lp AND DO AS FOLLOWS/23H FOP DO LEVELS AEOVE, F 7 . 2 , 1 4H MG/L, DNK 00282(
2= 0/25H FOR DO LEVELS BETWEEN,F7.2,4H AND,F7.2,36H DNK INCREASE00282<
^ 3s LINEARLY FROM ZERO TO ,F7.3,5H /DAY/23H FOR DO LEVELS BELOW,F00283(
^ 47.2,32H MG/L, DNK INCREASES LINEARLY TO,F7.2,5H /DAY/43H THETA USF00283.'
5D FOR TEMPERATURE CORRECTION IS ,F5.3//) 00283!
-1 RETURN 00283!
END 00283-
1"J SUBROUTINE DFNIT(TNOPT) 00283!
COMMON / PAR /CS AT, C DO, PEOXK , SODD , PHOTOP , RESPN*, CKT ,CXT , AMUP , PHUP , DNK 002831
n COMMON/RATES/RATEC160,15),THETA(15),PM(10),RXNCl0),DTD,TEMP 00283'
L COMMON/D&NITP/DNWAX,DNBRK,DNDOBP,DNSTPT,THFTDN 002831
IFdNOPT.EQ.2) GO TO 200 00283'
rm c******* CALCULATE REACTION PARAMETERS AS FUNCTION OF TEMP AND DO ****00284i
^ TFACTR = THETDN**(TEMP-20.0) 00284
DNMX = DNMAX * TFACTP 00284
^ DNBR = DNBRK * TFACTR 00284
DNSL1 = DNBR / (DNDOBR-DNSTRT) 00284
u DNSL2 = (DMMX-D^^BP) / (-DNDOBR) 00284
RETURN 00284
r" 200 CONTINUE 00284
^ c*****^* CALCULATE INSTANTANEOUS REACTION RATE FROM AMBIENT DO *******00284
IFCCDO.GT.DNSTRT) GO TO 300 00284
«• DNK = DNBP + DNSL1*(CDO-DNDOBR) 00285
IFCCDO.GT.DNDOBR) GO TO 350 00285
"* DNK = DNMX + DNSL2*CDO 00285
m GO TO 350 00285
300 CONTINUE 00285
u DNK = 0.0 00285
RETURN 00285
"" 350 CONTINUE 00285
y. DNK s 1.0 - EXP(-DNK*DTD) 00285
RETURN 00285
H- END 00286
SUBROUTINE CBODDK(INOPT,K,NJ) 00286
"• COMMON/RATES/PATE(160,15),THETA(15),PM(10),PXN(10),DTD,TEMP 00286
IFUNOPT.EQ.2) GO TO 200 00286
*• C******* SET DEOXYGENATION RATES ******* 00286
!*• RM(1) = 1.0 00286
RM(2) = 24.0 00286
"• RM(3) = 101.0 00286
" - 268 -
-------
RXN(l) = O.lfi 00286800
RX*(2) = 0.23 00286900
CALL RXMILF](4,2,0) 00287000
THETA(4)=1.047 00287100
RETURN 00287200
200 CONTINUE 00287300
C******* SET SETT!,TNG RATES ******* 00287400
PM(1) = 1.0 00287500
PM(2) = 3.0 00287600
RM(3) = 24.0 00287700
RM(4) = 45.0 00287800
RM(5) = Bb.O 00287900
RM(6) = 101.0 00288000
RXN(l) = 0.07 00288100
PXN(2) = 0.02 00288200
PXN(3) = 0.07 00288300
RXN(4) = 0.02 00288400
RXN(b) = 0.05 00288500
CALL RXMILFC6,5,0) 00288600
THETA(6) = 1.00 00288700
RETURN 00288800
END 00288900
SUBROUTINE DORUDG(INOPT,K,J,NMODE) 00289000
COMMON NSPFC,DELTQ,NUMCON,NALPHA,NJ,KZOP, 00289100
1 NTIMES,CTIMF1,CTIME,TSRISE,TSSFT 00289200
COMMON/PATFS/PATFC160,7), UNDSPU 60) , WINDOX (1 60),SODC160), 00289300
1 CHLORO(160) , PHOTO (160) ,PESP(160) ,DEPTHP(160) ,ADFPTH(160) , 00289400
2 THETAU5) ,RM( 1 0) ,PXN(10) , DTD, TEMP 00289500
COMMON/FUN X/NCONS (5) ,CO(5,5) ,FUNC(12,5) ,CLIMJT(5) , NCHLO , NAN>1* , NPHO , 002 8 9600
1 NAD1,NAD2,NDO,NN03 00289700
COMMON/TRN/C(160, 5),Y(160),TRNSC(5),LOGOP(5),!~>KULT(5),IADOP(5), 00289800
1 IADDTRC2) ,IDATHF,IADTPE,N'LTTPF,LOGTPF 00289900
COMMON/CHAN/VC260),Q(260),NCHANC160,5) 00290000
COMMON/PAR/CSAT,COO,REOXK,SODD,PHOTOM,RESPM,CKT,CXT,AMUP , PHUP,DNK 00290100
COMMOM/AGEOM/AVOLC160),ASUP(160),VOL(160),VMFANJ(160) 00290200
C***********************************************************************00290300
C INOPT DO BUDGET SECTION *00290400
C *00290500
C 1 SET DEFAULT PARAMETERS *0029Q600
C 2 READ IN VALUES TO OVERRIDE DEFAULT PARAMETERS *00290700
C 3 CORRECT PARAMETERS FOR TEMPERATURE *00290800
C 4 CORRECT PARAMETERS TO INTERNAL UNITS *00290900
C 5 READ IN PARAMETERS FOR NEW TEMPERATURE *00291000
C 6 CALCULATE EFFECTS ON AMBIENT DO LEVELS *00291100
C***********************************************************************Q0291200
GO TO (100,200,300,400,210,600), INOPT 00291300
100 CONTINUE 00291400
C 00291500
SET DEFAULT PATES AND PARAMETERS ******* 00291600
00291700
THETA(NDO) = 1.025 00291800
WIND FACTORS ******* 00291900
WINDF = 0.75 00292000
WlNDB = 10.0 00292100
DO HO J = 1,NJ 00292200
WlNDSP(J) = 0.0 00292300
WINDOX(J)=1.0 00292400
110 CONTINUE 00292500
C******* SEDIMENT OXYGEN DEMAND ******* 00292600
RM(1) = 1.0 00292700
RM(2) = 4.0 00292800
- 26'9 -
-------
RM(3) :
PMC4) :
PM(5) :
PM(6) '
PM(7) :
RM(8) :
RM(9) ;
RM(10)
RXN(l)
RXN(2)
RXN(3)
RXN(4)
RXM5)
RXN(6)
RXN(7)
RXN(8)
12
23
27
38
50
60_
85.0
• 101
= 2.5
,0
1
0
1
2
1
1
0
1
CALL RX!HLE(10,9,0)
IFCNMODE.LQ.1) GO TO
115
^ PM(1 ) = 27.0
PM(2) = 38.0
" RM(3) = 50.0
PXN(l) =4.0
RXNC2) = 2.7
'J CALL RXMILE(10,2,1 )
RXN(l) = 1.0
"» RXN(2) = 1.0
^ CALL RXMILE(10,2,3)
115 CONTINUE
p, THETA(IO) = 1.05
; SODBP = 2.0
u SODEXP = 0.45
C******* ALGAL PHOTOSYNTHESIS AND RESPIRATION PATES *******
*"* PESS = 0.017
L« PHOTT = 0.079
IFCNMODE.EQ.2) PESS=0.012
— DO 120 J=l,NJ
PHOTO(J)=PHOTT
^ RESP(J)=PESS
-„ 120 CONTINUE
THETA(12) = 1.085
<- THETAC13) = 1.085
C******* BACKGROUND ALGAL CONCENTRATIONS *******
DO 130 J=1,NJ
CHLOPO(J)=25.0
130 CONTINUE
AVERAGE EUPHOTIC
DEPTHS *******
RM(U :
RM(2) :
RM(3) :
RM(4) :
RM(5) :
RM(6) :
RM(7) :
PXN(l)
PXN(2)
RXNC3)
RXN(4)
PXN(5)
RXN(6)
1.0
5.0
20.0
50.0
60.0
85.0
101.0
: 12.0
= 8.0
9
6
3
6
CALL RXNIILE(14,6,0)
002929
002930
002931
002932
002933
002934
002935
002936
002937
00293E
00293?
00294C
002941
00294^
00294:
00294*
002945
00294*
00294^
00294*
00294«
00295(
00295!
00295;
00295!
00795-
00295!
002951
00295'
00295!
00295'
00296'
00296
00296
00296
00296
00296'
00296
00296
00296
00296
00297
00297
00297
00297
00297
00297
00297
00297
00297
00297
00298
00298
00298
00298
00298
00298
00298
00298
00298
00298
- 270 -
-------
224
200 CONTINUE 00299000
Tl = 20.0 00299100
210 CONTINUE 00299200
C 00299300
C******* READ IN VALUES TO OVERRIDE DEFAULT VALUES ******* 00299400
C 00299500
C******* REAERATION PARAMETERS ******* 00299600
READC5, 99892) ND,IPEOXK 00299700
IK = IREOXK -t- 1 00299800
GO TO (222,224,226,228) , IK 00299900
C******* 0. O'CONNOR-DOBBINS FORMULA ******* 00300000
222 CONTINUE 00300100
A=13.0 00300200
WrO.5 00300300
X=-1.5 00300400
WRITE(6,23)K,TFJMP 00300500
GO TO 244 00300600
* i. CHURCHILL FORMULA ******* 00300700
CONTINUE 00300800
A=11.6 00300900
X = -5. 0/3.0 00301000
W=0.97 00301100
WRITE(6,25) K,TEMp 00301200
GO TO 244 00301300
C******* 2. USGS FORMULA ******* 00301400
226 CONTINUE 00301500
A=7.57 00301600
W=1.0 00301700
X = -4. 0/3.0 00301800
WRITE(6,27) K,TEMP 00301900
GO TO 244 00302000
C******* 3. CONSTANT PFAERATION RATE ******* 00302100
228 CONTINUE 00302200
WRITE(6,29)K,TEMP 00302300
IF(ND.KQ.O) GO TO 222 00302400
CALL PATElN(NDn,NJ,ND) 00302500
W=0.0 00302600
XrO.O 00302700
GO TO 246 00302800
CONTINUE 00302900
DO 245 J=l ,NJ 00303000
RATE(J,NDO) = A 00303100
CONTINUE 00303200
CONTINUE 00303300
CSAT = 14.652 - 0.41022*TEMP + 0 . 00799 1 0*TEVP*TFMP - 0.000077779* 00303400
* TEKP*TEMP*TF^P 00303500
WRITE(6,32) K, TEMP, CSAT 00303600
C******* READ WIND FACTORS ******* 00303700
READC5/998Q2) ND 00303800
IF(ND.EQ.O-) GO TO 250 00303900
c******* READ AVERAGE DAILY WIND SPEED ******* 00304000
CALL PATEIN(P,NJ.ND) 00304100
C******* READ MND MULT. FACTORS, F(WIND DJ.R,PJVEP MDTH,ETC) ******* 00304200
RFAD(5,998Q2)ND 00304300
IF(ND.EQ.O) GO TO 250 00304400
CALL RATEIN(9,NJ,ND) 00304500
READ(5,80n WTNDF,U'INDB 00304600
WRlTE(b,2001 0) WTNPF,WINDP 00304700
250 CONTINUE 00304800
C******* CALCULATE AVERAGE PFAERATION AND EXTRA WIND CONTPIRtiTTON ****OQ304900
DO 255 J=l ,MJ 00305000
244
245
246
- 271 -
-------
ADKPTHCJ) = AVOr,(J)/ASUP(J)
RATE(J,NDO)=pATE(J,NDO)*VMEANJ(J)**W*Anf-PTH(J)**X
WINDEX = WJNDSPCJ) - WINDB
IF(WINDEX.LT.O.O) WJNDEX=0.0
WlNDOX(J) s WTNDOX(J)*WINDFX*WINDF/AnEPTH(J)
CONTINUE
OXYGEN DEKAND RATES *******
255
C******* READ SFDIMENT
READ(5,99892) ND
IF(ND.EQ.Q) GO TO
260
r*
U*
CALL pAlElN(10,NJ,Nn)
READ(5,801) THFTAC10),SODBP,SODEXP
260 CONTINUE
WRITE(6,805) SODBR,SODBP,SODPR,SODEXP,THt1 A(]0)
c******* READ ALGAL PHOTOSYNTHESIS AND RESPIRATION RATES
IFUNOPT.NF.5) GO TO 265
C******* CONVERT P &- R PATES TO OUTPUT UNITS *******
DO 262 J=l,NJ
IF(CHLOROU).EQ.O) CHLOPO (J ) =0 . 0000 1
PHOTO(J) = PHOTO(JVCHLORCKJ)
RESP(J) = PFSP(J)/CHI,OPO(J)
262 CONTINUE
265 CONTINUE
PEADC5,55001) ND,THET
IF(ND.EQ.O) GO TO 270
THETAC12) = THET
THETAU3) = THET
CALL RATEIN(12,NJ,ND)
CALL PATEIN(13,NJ,ND)
270 CONTINUE
c******* READ ALGAL CONCENTRATIONS *******
READ(5,99892) ND
IF(ND.EO.O) GO TO 280
CALL RATElNf11,NJ,ND)
280 CONTINUE
C******* READ IN EUPHOTIC DEPTHS *******
READ(5,99892) NDfNDP
IFCNDP.EO .0) GO TO 285
*******
RM(1)
RM(2) '
RM(3) :
PM(4)
PM(5) •
RM(6) :
RM(7) :
RXN(l)
1.0
5.0
20.0
50.0
60.0
85.0
101.0
= 9.0
5
6
4
2
4,
M 285
290
300
C
C*******
C
C*******
RXNC3)
RXNC4)
PXN(5)
RXN(6)
CALL RXMILF(14,6,0)
CONTINUE
IF(ND.EQ.O) GO TO 290
CALL RATEIN(14,NJ,ND)
CONTINUE
RETURN
CONTINUE
CORRECT DO BUDGET RATES FOR TEMPERATURE *******
PEAERATION
*******
- 272 -
-------
IF(FUNC(1 , Nno) .ME.O) A=A*THETA(NDO)**(TEVP-T1 )
C******* SEDIMENT OXYGFN DEMAND *******
IF(FLiNC(2,NPO).rF.O) CALL TEMPCR ( 1 0 , NJ , TFVP , T 1 ,THHA(10))
C******* ALGAL PATFS *******
IF(FUNC(3,NDO).EO.O.AND.FUNC(5,NDO).EC.O) GO TO 310
CALL TEMPCP(12,NJ,TF,MP,T1,THETA(12))
CALL TEMPCR (1 3, N'J, TEMP, Tl ,THETA(1 3))
310 CONTINUE
Tl = TEMP
RETURN
400 CONTINUE
C
C******* CORRECT DO BUDGET PATFS TO INTERNAL UNITS *******
C
c******* LINK AVERAGE MND TO CONSTANT PEAFPATION RATE *******
IFCIPEOXK.NF.33 GO TO 415
DO 413 J=l,NJ
RATE(J,NDO)rRATE(J,MDO)+hINDOX(J)
413 CONTINUE
415 CONTINUE
C******* PHOTOSYNTHESIS AND RESPIRATION RATES *******
IF(FUNC(5,NDO).EO.O) GO TO 430
DO 420 J=l, NJ
PHOTO(J) = PHOTO(J) * CHLORO(J)
RESP(J) = RESP(J) * CHLOPO(J)
420 CONTINUE
430 CONTINUE
RETURN
600 CONTINUE
C******* COMPUTF LOCAL INSTANTANEOUS PEAERATION PATF *******
IFUPEOXK.LT.3) GO TO 610
** REAERATIDN CONSTANT OVER TIME *******
REOXK = RATF(J,NDO)
GO TO 617
** PEAERATION VARYING WITH VELOCITY AND DEPTH *******
CONTINUE
OK = 0.0
00 = 0.0
DO 615 M=l ,5
IF(NCHAN(J,M).FO.O) GO TO 615
NCH = NCHAN(J,M)
OK = V(NCH) * O(NCH) + OK
00 = 00 t ARSCO(NCH))
CONTINUE
VEL = OK/00
DEPTH = VOT,(J)/ASUR(J)
REOXK = A * VEL**W * DEPTH**X
** COMPUTE WIND EFFECT ON REAERATION *******
RFOXK = REOXK + VilNDOX(J)
C******* INTERNAL UNITS *******
REOXK = 1.0 - EXPC-REOXK * DTD)
617 CONTINUE
C******* COMPUTE EFFECTIVE SOD FROM AMBIENT DO *******
IF(FUNC(2,K).EO.O) GO TO 625
If(CDO.GT.SODRP) GO TO 620
SODD = SOD(J) * (CDO/SODRR)**SODEXP
GO TO 625
CONTINUE
SODD = SOD(J)
CONTINUE
COMPUTE ALGAL PHOTOSYNTHESIS AND RESPIRATION *******
610
615
620
625
0031120C
0031130C
0031140C
0031150C
00311600
00311700
00311800
00311900
00312000
00312100
00312200
00312300
00312400
00312500
00312600
00312700
00312800
00312900
00313000
00313100
00313200
00313300
00313400
00313500
00313600
00313700
00313800
00313900
00314000
00314100
00314200
00314300
00314400
00314500
00314600
00314700
00314800
00314900
00315000
00315100
00315200
00315300
00315400
00315500
00315600
00315700
00315800
00315900
00316000
00316100
00316200
00316300
00316400
00316500
00316600
00316700
00316800
00316900
00317000
00317100
00317200
- 273 -
-------
630
635
•640
PHOTO(J) * C(0,NCHLO) * DFiLTQl
GO TO 660
645
i
i
j650
1660
~J99892
,,55001
801
-* 23
r»
U 25
r»
IF (FUNC(3,K).EO.O.AND.FUNC(4,K).FO.O) GO TO 640
RESPM = VOL(J) * PESP(J) * DELT01 * C(J,NCHl,0)
IF(CTIME.GT.TSPISF.AND.CTIME.LE.TSSFT) GO TO 630
PHOTOM = 0.
GO TO 660
XVOL = ASUR(J) * DEPTH
IF(XVOL.GT.VOL(J)) GO TO 635
PHOTOM = XVOL * PHQTO(J) * C(J,NCHLO) * DFLTQ1
GO TO 660
PHOTOM = VOL(J)
GO TO 660
CONTINUE
IF (FUNC ( 5 , K 1. FO. 0 . A NI). Fl'MC ( 6 , K ) . EQ. 0 )
RESPM = RESP(J) * VOL(J) * DTD
IF (CTIMF..GT.TSPISE.AND.CTIME.LE.TSSET) GO TO 645
PHOTOM = O.n
GO TO 660
XVOL = ASUP(J) * DEPTHP(J)
IF (XVOL.GT.VOL(J)) GO TO 650
PHOTOM = PHOTO(J) * XVOL * DTD
GO TO 660
PHOTOM, = PHOTO(J) * VOL(J) * DTD
GO TO 660
CONTINUE
RETURN
FOPMAT(45X,7I5)
FORMAT(45X,I5,6F5.0)
FORMAT(45X,7F5.0)
FOPMATdH //39H RFOXYGEN ATION CONSTANT
*UTED BY 0"CONNOR-DOBBINS RELATIONSHIP
0031730
0031740
0031750
0031760
0031770
0031780
0031790
0031800
0031810
0031820
0031830
0031840
0031850
0031860
0031870
0031880
0031890
0031900
0031910
0031920
0031930
0031940
0031950
0031960
0031970
0031980
0031990
0032000
FOP CONSTITUENT,12,69H COMP0032010
K2 = 12.9*V**0.5 / H**1.5,/0032020
u»
27
" 29
"* 32
LJH
805
*33H Kl AND K2 HAVE BEEN CORRECTED TO,F6.2,1«>H DEGREES CENTIGRADE/) 0032030
FORMATC1H //39H REOXYGENATION CONSTANT FOR CONSTITUENT,12,69H COFP0032040
*UTED BY CHURCHILL RELATIONSHIP K2 = 11.6*V**0.97 / H**(5/3) ,/0032050
*33H Kl AND K7 HAVE BEEN CORRECTED TO,F6.2,19H DEGREES CENTIGRADE/)003206C
FORMATC1H //39H REOXYGENATION CONSTANT FOR CONSTITUENT,12,69H COMP003207C
*UTED BY USGS RELATIONSHIP K2 = 7.57*V**1.0 / H**(4/3) ,/003208C
*33H Kl AND K2 HAVE BEEN COPPECTFD TO,F6.2,19H DEGREES CENTIGRADF/)003209C
FORMATUH //40H PFOXYGENAT10N CONSTANTS FOP CONSTITUENT,12,47H APE003210C
1 CONSTANT FOR FACH LOCATION IN THE ESTUARY / 003211C
*33H Kl AND K? HAVE BEEN CORRECTED TO,F6.2,19H DEGREES CENTIGRADE/)003212C
FORMATdH //34H THE DO SATURATION FOP CONSTITUENT,15,3H AT,F6.2,9H0032 1 3C
* DEG.C IS,F6.3)
FORMATdH /59H THE SOD RATE (BENTH) IS MODIFIED BY TEMP AND DO AS
1FOLLOWS/23H FOP DO LEVELS ABOVE,F7.2,32H MG/L, THE SOD PATE IS
2UNCHANGED/?3H FOR DO LEVELS BELOW,F7.2,17H SOD = BENTH*(DO/,F5,
32,4H )**,F5.2/45H THE THF-TA USED FOR TEMPEPATUPE CORRECTION
003214C
003215C
003216C
003217C
IS,F6.003218C
003219C
"20010 FORMATdH //69H THE REOXYGENATION RATE IS MODIFIED BY WIND SPEED S003220C
t lUCH THAT K2 = K2 +,F4.2,20H * WIND(MPH) / 00322K
2 11H WIND ABOVE,F4.1,25H MPH IS USED TO M0003222C
• 3DIFY K2) 003223(
g END 003224C
SUBROUTINE NORDR(INOPT,K,NJ,CONC,CONC2) 003225(
, COMMON/RATES/PATE(160,15),THETA(15),PM(10),PXN(10),DTD,TEMP 003226(
CpMMON/HORDER/XORDEP(5),YORDEP(5),PORDER(5) 003227(
1 GO TO (100,200,300),INOPT 003228(
100 CONTINUE 003229<
' READ(5,801) RORDFR(K) 003230(
•801 FOPMAT(45X,7F5.0) 00323K
WRITE(6,1161) K,RORDER(K) 003232(
» 1161 FORMATdH //16H CONSTITUENT NO.,I5,18H IS DECAYED WITH A,F5.1,15H 003233(
- 274 -
-------
IT(5), NCHLO,NAMM
*ORDER REACTION/)
XOPDFP(K) = PORDFR(K) - 1.0
YORDFR(K) = 1.0 / XCIPDFR(K)
RETURN
200 CONTINUE
DO 250 J=l, NJ
PATE(J,K) = PATE(J,K) * DTD
250 CONTINUE
RETURN
300 CONTINUE
CONC2 =(1.0/(PATE(J,K)*XOPDFR(K)+(1.0/CONC**XOFDEF(K))))
1 **YORDER(K)
RETURN
END
SUBROUTINE LINK
COMMON/FUNX/NCONSC5),CO(5,5),FUNC(12,5),
1 NAD1 ,NAD2,NDO,NN03
C******* INITIALIZATION
DO 22 K = l ,5
DO 21 1=1,5
11=1+5
CO(I,K) = 0.0
FUNC(I,K) =0.0
FUNC(IIfK) =0.0
21 CONTINUE
FUNC(12,K) =o!o
CLlMIT(K) = 500.
NCONS(K) = 1
22 CONTINUE
C******* SET STANDARD
NCHLO = 0
NAMM = 2
NPHO = 0
NAD1 = 4
NAD2 = 1
NDO = 5
NN03 = 3
FUNC(1,5)= +1.0
FUNC(2,5)= -1.0
FUNC(5,5)= +1.0
FUNC(6,5)= -1.0
FUNC(10,4)=-1.0
FUNCC11,!)=-!.0
FUNC(12,3)=-1.0
LINKS AND FUNCTIONS *******
FUNC(12,5)=+2.R6
CO(1,1) = -1.0
C0(3,l) = +1 .0
C0(l,2) = +1.0
C0(2,2) = -1.0
C0(2,3) = +1.0
Cp(3,3) = -1.0
C0(4,4) = -1.0
C0(4,5) = -1.0
C0(2,5) = -4.57
RETURN
END
SUBROUTINE RATEIN(K,NJ,ND)
COMMON/RATFS/PATE(160,15),THETA(15),RM(10),RXN(10),DTD,TEMP
IF(ND.GT.IOO) GO TO 100
C******* READ IN DECAY RATES BY MODEL NODES *******
0032340
00323501
0032360'
00323701
00323801
00323901
00324001
00324101
00324201
00324301
00324401
00324501
00324601
00324701
00324801
,NPHO,00324901
00325001
00325101
0032520*
0032530(
0032540(
0032550(
0032560(
0032570(
0032580(
0032590(
0032600C
0032610C
0032620C
0032630(
0032640(
0032650C
0032660C
0032670C
0032680C
0032690C
0032700C
0032710C
0032720C
0032730C
0032740C
0032750C
0032760C
0032770C
0032780C
0032790C
0032800C
0032810C
0032820C
0032830C
0032840C
0032850C
0032860C
0032870C
0032880C
0032890C
0032900C
0032910C
0032920C
0032930C
0032940C
- 275 -
-------
DO 50 1=1,ND
READ(5,721) NJF,NJL,DFCAY
721 FORMAT(2110,F10.0)
DO 40 J=NJF,NJL
RATE(J,K) = DECAY
40 CONTINUE
">0 CONTINUE
RETURN
100 CONTINUE
ND = ND - 100
;******* READ IN DECRY PATES BY RIVER MILES *******
' DO 150 1=1,ND
II = I + 1
PEAD(5,757) PM (I) , RM (II) ,RXN (l')
;57 FORMATC3F10.0)
150 CONTINUE
CALL RXM1LE(K,ND,0)
RETURN
END
SUBROUTINE RXMILE(K,NZONES,NSIDE)
COMMON /RATES/R ATE (160, 15) ,THETA(J.5) ,PM(10),PXN(10) , DTD, TEMP
COMMON/ftNF/RMNODE(160),FGSWO(99,5),FGSKA(99),IKFSCY,ICYC,IGCF(5),
1 KSLACK,lwF,IWFFCY,INODOP(99) , NMODE , NODEFM (1 00 , 3 )
NSIDE1=NSIDE
NSIDE2=NSIDE
IF(NSIPE.NF.O) GO TO 25
NSlDEl=l
NSIDE2=3
CONTINUE
DO 150 I=1,NZONFS
11= I + 1
L* Ml = RM(I) + 0.5
M2 = RM(II) - 0.5
r* DO 100 M=Ml,M2
DO 50 N=NSIDF1,NSIDF2
— L = NODERM(M,N)
^ IF(L.EQ.O) GO TO 50
RATE(L,K) = RXN(I)
^0 CONTINUE
100 CONTINUE
**50 CONTINUE
M RETURN
END
« SUBROUTINE TEMpCR(K,NJ,T2,Tl,THETA)
COMMON/RATES/RATE(160,15),DUMMY(15),RM(10),PXN(10),DTD,TEMP
"• TFACTR = THETA**(T2-T1)
DO 100 J=1,NJ
RATE(J,K) = RATE(J,K) * TFACTR
•fOO CONTINUE
RETURN
*" END
ta SUBROUTINE TNUNITtINOPT,K,KJ)
CpMMON/RATES/PATE(160,15),THETA(15),RM(10),PXN(10),DTD,TEMP
m GO TO (100,200),INOPT
00 CONTINUE
** DO 110 J = l ,NJ
FATE(J,K) = 1.0 - EXP(-RATE(J,K)*DTD)
**10 CONTINUE
M RETURN
200 CONTINUE
*"• DO 210 J = 1,NJ
i
i
i
t
ri
, M
-t5
r»
00329500
00329600
00329700
00329800
00329900
00330000
00330100
00330200
00330300
00330400
00330500
0033060C
0033070C
00330POC
0033090C
0033100C
0033110C
0033120C
0033130(
0033140C
0033150C
0033160(
0033170C
0033180C
0033190(
0033200(
0033210(
0033220(
0033230(
0033240(
0033250(
00332601
00332701
00332801
00332901
00333001
00333101
00333201
0033330i
00333401
0033350
0033360
0033370
0033380
0033390
0033400
0033410
0033420
0033430
0033440
0033450
0033460
0033470
0033480
0033490
0033500
0033510
0033520
0033530
0033540
0033550
- 276 -
-------
PATF(J,K) = -(ALOG(1 .0-PATE:(J,K)) )/DTD
210 CONTINUE
RETURN
END
SUBROUTINE ALGUPT
COMMONXFUNXXNCONS(5),CO(5,5),FUNC(12,5),CLIMIT(5),NCHLO,NAMM,NPHO
1 NAD1,NAD2,NDO,NNQ3
COMMON /PAP/f SAT, COO, PEOXK,SODD,PHOTOM,RFSPM,CKT,CXT, AMU P,PHUP,DNK
WRITE(6,100)
100 FORMATdhl,10X, ' ALGAL UPTAKE OF NITROGEN AND PHOSPHORUS HAS NOT
IEEN PROGRAMMED FOR DYNDELA ')
RETURN
END
c
Q**********************************************************************
C
C DATA OUTPUT SUBROUTINES
C
c**********************************************************************
c
SUBROUTINE DKTABL(INOPT,NJ,NUMCON,T)
COMMON/ALPH/ALPH A (220) ,BLANFF(20)
COMMON/RATES/RATE(160,15),THETA(15),RM(10),PXN(10),OTD,TEMp
COMMON/FUNX/NCONS(5),CO(5,5),FUNCU2,5),CLI"IT(5),NCHLO,NAMM,NPHO
1 NAD1 ,NAD2,NDO,NN03
GO TO (100,200,300,400),INOPT
100 CONTINUE
C******^ INITIALIZE DECAY ARRAYS *******
DO 50 1 = 1 ,5
11=1*5
111=1+10
DO 25 J=1,NJ
RATE(J,D = 0.0
RATE(J,ID=0.0
PATF(J, IIDsO.O
THETA(I)=1.0
THETA(II)=1.0
THETA(I1I)=1.0
25 CONTINUE
50 CONTINUE
RETURN
200 CONTINUE
C******* PPINT DECAY TABLE WITH DO BUDGET PARAMETERS *******
WRITE(6,1100) T
WRlTE(b,ll9) (ALPHA(I),1=61,80)
DO 210 K=l,NUMCON
Kl = 101 + 20*K
K2 = Kl + 19
WRITE(6,64380) (ALPHA(I),I=K1,K2)
210 CONTINUE
WRITE(6,1150) NAD1,NAD2
DO 250 J=1,NJ
WRITE(6,1151) J,(RATE(J,K),K=1,15)
250 CONTINUE
WPITE(6,1154) (THETA(K),K=1,15)
RETURN
300 CONTINUE
C±****** ppINT DECAY TABLE WITHOUT DO BUDGET *******
WRITE(6,HOO) T
WRITE(6,119) (ALPHA(I),1=61,80)
DO 310 K=l,NUMCON
- 277 -
003356
003357
003358
003359
003360
,003361
003362
003363-
003364'
B003365I
0033661
0033671
003368(
0033691
003370(
00337K
003372(
003373(
003374(
003375(
003376C
003377(
003378(
,003379C
003380C
003381C
003382C
003383C
003384C
003385C
003386C
0033870
0033880
0033890
0033900
0033910
0033920
0033930
0033940
0033950
0033960
0033970
0033980
0033990
0034000
0034010
0034020
0034030
0034040
0034050
0034060
0034070
0034080
0034090,
0034100
0034110
00341201
0034130'
0034140
0034150(
0034160-'
-------
310
«350
Kl = 101 + 20*K
K2 = Kl •»• 19
WRITE (6, 64390) (ALPHA(I),I=K1,K2)
CONTINUE
WRlTE(6,1250) NAD1,NAD2
DO 350 J=l ,NJ
CONTINUE
WRlTE(b,1254)
RETURN
,400 CONTINUE
C******* PRINT TABLE
, WRITE(6,1350)
, (PATE(J,K) ,K = t ,7)
( THETA ( K ) , K=l , 7 )
OF DO BUDGET PARAMETERS *******
450
1100
-ill 50
00341701
00341801
00341901
00342001
0034210)
00342201
0034230)
0034240'
0034250
0034260
0034270
0034280
0034290
0034300
WRlTE(b,1351) J,RATE(J,NDO),(RATE(J,K),K=8,15) 0034310
CONTINUE 0034320
WRlTE(6,13(54miETA(NDO),(THLTA(K),K=8,15) 0034330
FORMAT(1HO/26X,20A4///) 0034340
FORMATC1H1,49X,25H TABLE OF DECAY PATES (AT,F4.0,3H C)//) 0034350
FORMATC1HO// 0034360
1 125H ******** PRIMARY DECAY PATES ******* SECONDOO34370
2APY ********** SPECIAL DO BUDGET PATES AND PARAMETERS ******0034380
3****/l7X,l6H 1/OAY (BASE E) ,14X,12H DECAY 1/DAY/6IX,64H 0034390
4WINDSP WINDQX SOD CHLORO PHOTO RESP DEPTHP DEPTH/52H0034400
5 NODE CONST1 CONST2 CONST3 CONST4 CONST5 CONST,II,7H CONST,0034410
DO 450 J=l,NJ
MG/CHLOPO/D
FT
p»
1154
Ljl
1250
6H,64H MPH I/DAY G/MM/D UG/L
7 FT /5ri ,15(2X,6(1H-)))
FORMAT (I4,1X,7F8.3,F7.1,F9.3,2E8.2,2F8.3,2F8.2)
FORMAT (1HO//41X,39H TEMPERATURE CORRECTION FACTORS , THETA//5X
1 15E8.3)
FORMATUHO// 34X,57H
1******** PRIMARY DECAY RATES ******* SECONDAPY/51X,16H
0034420
0034430
0034440
0034450
0034460
0034470
1/DAY0034480
y«1251
1254
"«•
-1350
2 (BASE E),14X,12H DFXAY 1/DAY//34X,52H NODE CONST1 CONST2 CONST0034490
33 CONST4 CONST5 CONST,II,7H CONST,11/34X,5H ,7(2X,6(1H-)))0034500
FORMAT(34X,T4,1X,7F8.3) 0034510
FORMAT (1HO/41X,39H TEMPERATURE CORRECTION FACTORS , THETA//39X, 0034520
1 7F8.3) 0034530
FORMAT(1H1//35X,62H********** UPDATED DO BUDGET RATES AND PAPAMFT0034540
CHLOPO PHOTO
RFSP
MG/CHLORO/D
THETA//33X,
lERS **********//
T» 2 35X,62HWINDSP 'wINDOX SOD
3 DEPTH? DEPTH/
— 4 35X,61H MPH I/DAY G/MM/D UG/L
5 FT FT/35X,8(6(1H-),2X))
"""1351 FORMATUH / 35X, F7 .1 , F9. 3 , 2F8 , 2 , 2F8 . 3 , 2F8 .2 )
W1354 FORMAT(1HO//45X,39H TEMPERATURE CORRECTION FACTORS
1 8F8.3)
FOPMAT(1HO,26X,20A4)
RETURN
END
SUBROUTINE DATRF(J,NUMCON)
COMMON/TPN/C(160,5),Y(160),TRNSC(5),LOGOP(5),DMULT(5),IADOP(5),
* IADDTP(2),IDATRF,IADTRF,MLTTRF,LOGTRF
**** INITIALIZE TRANSFORMATION CONSTITUENTS *******
* ITRF=1
. KADTPF=IADTPF
DO 100 K=1,NUMCON
» TRNSC(K) = C(J,K)
100 CONTINUE
" IF(NUMCON,E0.5) GO TO 102
K1=NUMCON+1
DO 101 K=K1,5
m
C***
0034550
0034560
0034570
0034580
0034590
0034600
0034610
0034620
0034630
0034640
0034650
003466C
003467C
003468C
003469C
003470C
003471C
003472C
003473C
003474C
003475C
003476(
003477(
- 278 -
-------
101
102
TRNSC(K) = 0.0
CONTINUE
CONTINUE
IFCMLTTRF.FQ
IF(LOGTRF.EQ
ITRF)
ITRF)
GO
GO
GO
TO
TO 114
TO 116
104
IF(KADTRF.NF.O)
ITRF=ITRF+1
IFCITRF.GE.4) RETURN
GO TO 102
C******* ADDITION TRANSFORMATION *******
104 CONTINUE
DO 107 1=1,2
IF(IADDTRU) .EO.O) GO TO 107
IADTPF = IADDTR(T)
TRNSC(IADTRF) = 0.0
DO 105 K=1,S
IFdADOP(K) .EO.O) GO TO 105
TRNSC(IADTRF) = TPNSC(IADTRF) + TRNSC(K)
105 CONTINUE
107 CONTINUE
ITRF = lTRF-«-l
KADTRF=0
GO TO 102
c******* MULTIPLICATION TRANSFORMATION *******
114 CONTINUE
DO 115 K=l,5
TRNSC(K) = TPNSC(K) * DMULT(K)
115 CONTINUE
ITRF = ITPF-H
GO TO 102
C******* LOG(IO) TRANSFORMATION *******
116 CONTINUE
DO 117 K=l,5
IF(LOGOPCK).EQ.O) GO TO 117
IF(TPNSC(K).LE.0.0) TPNSC(K)=0.0001
TRNSC(K) = ALOGIO(TPNSCCK))
117 CONTINUE
ITRF=lTRFtl
GO TO 102
END
SUBROUTINE SWTABL(I,I IP)
COMMON NSPEC,DELTO,NUMCON,NALPHA,NJ,KZOP,
1 NTIMES,CTIMF1,CTIMF
COMMON/A/GMAXC5),GMIN(5),NGJUNC(20),NGST(20),NGFND(20),
1 NGCON(20,5),NGCYC,NBPCON,NGINT(20)
COMMON/WNF/PMNODE(160),FGSWOC99,5),FGSWA(99),IfoFSCY,ICYC,IGCF(5),
1 KSLACK,IWF,IWFFCY,INODOR(99),NMODE,NODERM(100,3)
COMMON/STAB/NPCC120),NOPRT(120),KTABLE(120),JPPT(120,30),KSL(120)
COMMON/TRN/C(160,5),Y(160),TRNSCC5),LOGOP(5),DMULT(5),IADOP(5),
* IADDTRC2),IDATPF,IADTRF,MLTTPF,LOGTRF
IF(HP.GT.O) GO TO 500
IF(NMODE.EQ.2) GO TO 200
IF(KSL(I).F0.3) GO TO 100
C******* SET HIGH SLACK 1-D TABLE PARAMETERS *******
KTAB=KTABLE(I)
KTABLE(I)=1
NQPRT(I)=2
JPRT(I,1)=2
JPRT(I,2)=11
DO 90 11 = 1 ,7
003478C
003479C
003480C
003481C
003482C
003483C
003484C
003485C
003486C
0034870
0034880
0034890
0034900
0034910
0034920
0034930
0034940
0034950
0034960
0034970
0034980
0034990
0035000
0035010
0035020
0035030
0035040
0035050
0035060
0035070
0035080
0035090
0035100
0035110
0035120
0035130
0035140
0035150
0035160
0035170
0035180
0035190
0035200'
0035210'
0035220'
00352301
00352401
0035250'
0035260*
0035270!
0035280
0035290'
00353001
0035310'
0035320'
0035330<
0035340<
0035350
0035360
0035370<
0035380
- 279 -
-------
i
t
130
KTABLEU )=0
GO TO (10,20,30,40,50,60,70),11
.10 CONTINUE
NOPPT(1)=3
JPPT(I,1)= 12
JPRTU,3)= 20
' JPPTU,2)= 13
, GO TO 90
20 CONTINUE
i NOPRT(I)=5
JPRTU ,1)= 22
1 JPRTU, 2)= 23
JPPT(I,3)= 24
JPRTU,4)= 25
JPRTU, 5)= 31
GO TO 90
CONTINUE
NOPPTCI)=5
JPRTU,1)= 32
JPRTU, 2)= 33
JPRTU,3)= 34
JPRTU,4)= 36
JPRTU,5)= 38
GO TO 90
CONTINUE
NOPRT(I)=b
JPRTU,1)= 42
JPPTU,2)= 43
JPRTU,3)= 44
JPPTU,4)= 48
JPRTU,5)= 49
GO TO 90
CONTINUE
* NpPRTCl)=7
. JPRTU, 1) = 51
JPRTU,2)= 52
JPRTU,3)= 55
JPRTU,4)= 56
* JPRTU,5)= 58
JPRTU,6)= 59
* JPRTU,7)= 60
» GO TO 90
60 CONTINUE
* NOPRT(I)=9
, JPRTU,1)= 62
JPPTU,2)= 63
„ JPRTU,3)= 64
JPRTU,4)= 66
* JPRTU,5)= 68
JPRTU,6)= 69
" JPRTU,7)= 70
. JPPTU,8)= 71
JPPTU,9) = 72
» GO TO 90
70 CONTINUE
NOPRTU)=3
, JPRTU,! )= 74
JPRTU,2)= 75
50
00353901
0035400*
00354101
00354201
00354301
0035440'
0035450'
0035460'
0035470
0035480
0035490
0035500
0035510
0035520
0035530
0035540
0035550
0035560
0035570
0035580
0035590
0035600
0035610
0035620
0035630
0035640
0035650
0035660
0035670
0035680
0035690
0035700
0035710
0035720
0035730
0035740
0035750
0035760
0035770
0035780
0035790
0035800
0035810
0035820
0035830
003584C
003585C
003586C
003587C
003588C
003589C
003590C
003591C
003592C
003593C
003594C
003595C
003596C
003597C
003598(
003599(
- 280 -
-------
OdOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO
o^rvrorrinvor~ccCTio^cv)roTrinvcr^ooiro^invcr^(»cro^c^
OOOOOOOOOO^^^^^«H^^rt^rvjr^r^
-1 H
H U
x a:
IP
3: UJ .-* rsi ^, .-i v-. o «•
O *3 II CM H II II O || o m || ||
(_303^II'^'-N>H O, ^-.^s || /-v ^
iD IH E-1 *-• I—I •• «. || t| ^ v_y — I-- «• -
ZU3UCEjLiy-'i—<»—to r^ /-> iu ^: ^-^ t—i »—>(-<
i—it/3 II iJfc^^-^v-'CTii—i»-i>—(t—iJOt—'E-|v-'^-'v^
H CCCQa.E-t-'-'ll -»-*-'^-'ODE-HlXHE-E-
z < h-1 » •> » »»-tlI3M » » » »»-i3i-H
-H Z *—'I—( H-1 <—It—I Z ^-^ *—t t—(Ml—i Z*-*
—' ^3 »-^ Er* N™^ v-* \™* ^*^ ^j HH E"4 ^"^ ^^ N«^ *"•* ^j H^ E™^
«^U->>->
-* O •-. H ^ ^x ^
z a a: a a. cc
^H^»-i « « % « ,H ;3 M «.«.«.
2 v_i l-l HI l-l M ^«->HHI-l>-l
za.cxa.cxa,
0
ON
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o *
in
in
CM
o
«*>
m
-------
'M55
. *
,190
»
200
JPRTU ,1)= 59
JPPT(I,2)= 60
JPRTU,3) = 62
JPPT(I,4)= 63
JPRT(I,5)= 64
GO TO 190
,145 CONTINUE
NOPPT(D=5
JPRT(I,1)= 66
JPPT(I,2)= 68
JPRTU,3) = 69
, JPRTU,4) = 70
JPRTU,5) = 71
i GO TO 190
150 CONTINUE
' NOPRT(I)=2
JPPT(I,1)= 72
JPRTU,2) = 74
' JpPT(I,3)= 75
GO TO 190
CONTINUE
NOPRT(D = 1
JPRT(I,1)= 76
CONTINUE
KTABLE(I)=KTAB
RETURN
CONTINUE
IF(KSL(I).E0.3) GO T0300
'**** SET HIGH SLACK 2-D TABLE
KTAB=KTABLF(I)
r» KTABLE(I)=1
NOPPT(I)=1
JPRT(I,1)=11
DO 290 11=1,7
IU = I
NPC(I)=NPCCITI)+1
KSL(I)=1
^ KTABLE(D = 0
GO TO (210,220,230,240,250,260,270),II
««210 CONTINUE
NOPRT(D = 1
"* JPRT(I,1)= 20
„, GO TO 290
220 CONTINUE
«• NOPRT(I)=7
JpRT(I,l)= 22
""" JPRT(I,2)= 23
« JPRT(I,3)= 24
JPRTU,4)= 25
•m JPRT(I,5)= 26
JPRT(I,6)= 58
** JPRTU,7)= 89
GO TO 290
"*230 CONTINUE
*• NOPPTU) = 17
JPRTU,1)= 28
*• JPRTU,2)= 29
to JPRTU,3)= 30
JPRTU,4)= 31
^ JPRTU,5)= 32
PARAMETERS *******
0036610
0036620
0036630
0036640
0036650
0036660
0036670
0036680
0036690
0036700
0036710
0036720
0036730
0036740
0036750
0036760
0036770
0036780
0036790
0036800
0036810
0036820
0036830
0036840
0036850
0036860
0036870
0036880
0036890
0036900
0036910
0036920
003693C
003694C
003695C
003696C
003697C
003698C
003699C
003700C
003701C
003702C
003703C
003704C
003705(
003706C
003707(
003708(
003709C
003710(
00371K
003712(
003713(
0037141
0037151
0037161
0037171
0037181
0037191
0037201
0037211
- 282 -
-------
240
250
JPPT(I,6)
JPRT(I,7)
JPRT(I,8)
JPRT(I,9)
JPPT(I,10
JPPT(I,11
JPRT(I,12
JPPT(I,13
JPRT(I,14
JPRT(I,15
JPRT(I,16
JPRT(I,17
GO TO 290
CONTINUE
NOPRT(I)=
= 33
= 59
= 60
= 61
)=62
)=63
)=68
) = 65
) = 91
)=92
JPRT(I,2)
JPPT(I,3)
JPPT(I,4)
JPRT(I,5)
JPRT(I,6)
JPRT(I,7)
JPPT(I,8)
JPRT(I,9)
JPRT(I,10
JPPT(I,11
JPRT(I,12
JPPT(I,13
JPPT(I,14
JPPT(I,15
JPPT(I,16
JpRT(I,17
JPPT(I,18
JPPT(I,19
JPRT(I,20
JPRT(I,21
JPRT(I,22
JPRT(I,23
JPPKI ,24
JPPT(I
JPPT(I
JPRT(I,27
JPRT(I,28
JPRT(I,29
JPPT(I,30
GO TO 290
CONTINUE
NOPRT(I)=
JPRT(I,1)
JPPT(I,2)
JPPT(I,3)
JPPT(I,4)
JPRT(I,5)
JPRT(I,6)
JPRT(I,7)
JPRT(I,8)
JPRT(I,9)
JPPT(I,10
JPRT(I,H
JPPT(I,12
JPRT(I,13
,25
,26
30
= 36
= 37
= 3R
= 3Q
= 40
= 41
= 4?
= 43
= 44
) = 45
)=66
) = 72
)=68
) = 69
)=70
) = 71
)=72
)=73
) = 74
) = 75
)=99
= 100
= 101
= 102
= 103
= 104
30
= 46
= 47
= 48
= 49
= 50
= 52
= 54
= 56
= 57
)=77
) = 78
)=83
) = 80
00372201
0037230^
00372401
00372501
00372601
00372701
00372801
00372901
00373001
00373101
00373201
00373301
00373401
0037350(
00373601
0037370(
0037380(
0037390(
0037400(
0037410(
0037420'
0037430C
0037440(
0037450C
0037460C
0037470C
0037480C
0037490C
0037500C
0037510C
0037520C
0037530C
0037540C
0037550C
0037560C
0037570C
0037580C
0037590C
0037600C
0037610C
0037620C
00376300
00376400
00376500
0037660C
0037670C
00376800
0037690C
0037700C
00377100
00377200
0037730C
00377400
00377500
0037760C
0037770C
00377800
0037790C
0037800C
00378100
00378200
- 283 -
-------
__
ooooo
ooooooo
oooooooooo^^^^^^^^^^cMrvicMCMCMCMCMCMiN
OD oo CD QD ao CD OD oo oo oc oc- 00 oo QD oc oo OD oo oc CCOCOOODODQDODODOOODQDODODOCOCIODOCJQD CD OD oo oo oo OD oo
rnroroi^i^f^r^r^rnror^ror^
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a or cc cc1 oc a cc a — ^- -- ^^ ^-- ^-> ^-. »-. ^
II It II II M U II II II II II II II II II II II
O1 *••"* CM ^h in p** o**
CM CM CM CM CM CM CM
'-I II II II II II II II
*0 OC CT> O CC
«-f *-* «-i «-< £—
II II it
'-»'-> CM II II II
C5 M ^^ '"^ '^^ ^^ '^ ^^ ^^ '^^ ^^ ^^ ^™^ ^5 II i^^ ^^ ^^
Hf-'HCtf-Hf-'CEOH CCCCl
in
3T tl, «-> »-•«-«
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J CO /-* II /-. M
UI «t t—I /-\ *-i t—I
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crccota. cccxa.Qca.a.cr[xcE,a:a:(xa. zaa.cxa,(xa:{xcxctcx.a.ix zcLa.ctz<:t-iz </-»[»] Z
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If)
II 11 I
I 1 ""I 1 I i
-------
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
^j* in "*c f*~ oo c^1 ^^ *"^ CN PO ^j* in ^c ^^* oo o** *"^ «••* CN PO *^* in ^o ^* oo o1* tj ^^ CN ro *5* in ^5 r^ oo o^ ^^ ^^^ CN P^ *^* in '•o r*~ oo cy* ^5 *^ CN f^ *s* in ^^ f*~ OD c^ ^^ »^ CN PO **s*
^ ^* ^^ *3* ^* ^* in in in in in in in in in in vo vo vc vc \o ^o vo vo ^o ^ r** r^ r^* r^- r^ r^* r^ r^- r^ P*' oo oo oo oc oo oc oo OD oc oo c^ cr^ o^ CT* o^ o^ o^ o*1 CT* o^ ^3 ^? ^^ ^^ ^5
C»OCODOOODOOODOOODOOOOOOODOOOOOOOOODOOOOODOOODODCCOOODODODn>OOOOOOOOOOODOOOOODOBCnODODODO^
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
in
CO
CM
\r>
CM
o OD O-. o «-• CM a- «-i ^r m
POiniTivCVOkCODCr^CC^
M II II II r-
II —• H II M ii M n it M II
II II II II II II II II vO M II II II II II II M II II M II
*-> H II II II II II II II II "* ^ *-* •-* <•* ^ ^ «— CN II II II II II II II II II ^ ^ ^ ^ ^ »-» ^ *-* '->'-> ^-> «->
••-!
-------
'335
r*
Ui
350
^355
390
00
JPRTd
JPPTd
JPRTd
JPRTd
JPRTd
GO TO
CONTINUE
NOPRT(I)=
JPRT(I,1)
JPRTd,2)
JPRTd,3)
JPPTd,4)
JPRTd,5)
JPRTd ,6)
JPRTd, 7)
JPPTd, 8)
JPRTd ,9)
JPRTd,10
JPPTd,11
JPPTd,12
JPPTd,13
JPPTd,14
JPPTd,15
JPRTd,16
JPRTd,17
JPPTd,1«
JPRTd ,19
JPPTd,20
JPPTd,21
JPRTd,22
JPRTd,23
JPRTd,24
GO TO 390
CONTINUE
NOPRT(1)=
JPRTd,!)
JPRTd, 2)
JPRTd,3)
JPRTd ,4)
JPRTd,5)
GO TO 390
CONTINUE
NOPRT(I)=
JPRTd 1)
JPPTd
JPRTd
JPPTd
JPPTd
GO TO
I
I
I
I
J
22
23
24
2b
26
J90
) = 1
) = 1
) = 1
) = 1
) = 1
04
05
06
07
08
24
= 48
= 50
= 52
= 54
= 56
= 57
= 79
= 80
) = 82
) = 92
)=84
} = P5
)=R6
) = 87
)=88
) = 112
) = 114
) = 119
= 120
= 121
= 122
= 124
= 125
2)
3)
4)
5)
390
= 127
= 129
= 131
= 133
= 136
CONTINUE
NOPRT(I)=
JPRT(I,1)
JPRTd,2)
GO TO 390
CONTINUE
2
= 138
= 140
JPRTd,1) =
CONTINUE
KTABLEd) =
RETURN
CONTINUE
141
003905CK
0039060(
0039070(
0039080!
00390901
00391001
00391101
00391201
00391301
0039140'
0039150'
0039160'
0039170'
0039180
0039190
0039200
0039210
0039220
0039230
0039240
0039250
0039260
0039270
0039280
0039290
0039300
0039310
0039320
0039330
0039340
0039350
0039360
0039370
0039380
0039390
0039400
0039410
0039420
0039430
0039440
0039450
0039460
0039470
0039480
003949C
003950C
003951C
003952C
003953C
003954C
003955C
003956C
003957(
003958(
003959C
003960(
00396K
0039621
0039631
0039641
003965<
- 286 -
-------
/ 3600.0 -f C1IKE1
C******* PRIM SLACK WATER TABLE
HOURS = DELTO * FLOAT (ICYC)
KDAYS = HOURS / 23.99999
HOURS=CTIME
IF(KSLU).EQ.O) GO TO 8668
IF(KTABLECI) .EQ.l) GO TO 8662
C******* CONTINUE OLD SLACK WATER TABLE *******
WRITE(6,129)
WRITF(6,8670) ICYC,KDAYS , HOURS
GO TO 8669
8662 CONTINUE
C******* BEGIN NEW SLACK WATER TABLE *******
IWESCY=ICYC
IWF=0
IFCKSLCD.EQ.3) GO TO 8665
WRITE(&,8671)
GO TO 8666
8665 CONTINUE
WRITE(6,867?)
8666 CONTINUE
WPITE(6,8673) 1CYC,KDAYS,HOURS
GO TO 8669
8668 CONTINUE
C******* BEGIN SNAPSHOT TABLE *******
IWFSCY=1CYC
IWF=0
WRITE(6,530) ICYC,KDAYS,HOURS
8669 CONTINUE
C******* PRINT DATA FROM PRESENT CYCLE *******
NOP = NOPFT(I)
DO 534 L=1,NOP
J = JPRTU ,L)
C******* PREPARF PLOT CONTROL INFORMATION
91425
C****
99882
96007
99881
96008
534
129
530
*******
IfCIWF.GT.99) WPITEC6, 91425)
FORMATCl NUMBER OF PLOTTER PTS EXFED ARRAY DIMENSIONS')
INODOR(IWF)=J
*** CHECK FOR DATA TRANSFORMATIONS *******
IF(IDATRF.F.Q.O) GO TO 96007
CALL DATRF(J,NUMCON)
WRITE (6, 532) J , Y( J) , ( TRNSC (K ) , K=l , 5 )
DO 99882 LWF=1,5
FGSWO(IWF,LWF) = TRNSC(L^F)
CONTINUE
GO TO 96008
CONTINUE
WPITE(6,532) J,Y(J),(C(J,K),K=1,NUMCON)
DO 99881 LWF=1,NUMCON
FGSWO(IWF,LWF)=C(J,LWF)
CONTINUE
FGSWA(IWF)=RMNODE(J)
CONTINUE
IIP = I
FORMAT (132C1H.))
FORMATdHl////
* 35H SYSTEM STATUS AFTER QUALITY CYCLE I4,I12,6H DAYS,
* F6.2,6H HOURS//
* 109H **************************
* CONCENTRATION FACTORS **************************/
* 109H JUNCTION HEAD 1ST. CONSTIT. 2ND. CONSTI
*T. 3RD. CONSTIT. 4TH. CONSTIT. 5TH. CONSTIT./
003966C
003967C
003968C
003969C
0039700
0039710
0039720
0039730
0039740
0039750
0039760
0039770
0039780
0039790
0039800
0039810
0039820
0039830
0039840
0039850
0039860
0039870
0039880
0039890
0039900
0039910
0039920
0039930
0039940
0039950
0039960
00399701
00399801
00399901
00400001
00400101
00400201
0040030(
00400401
00400501
0040060<
0040070(
0040080<
0040090(
0040100(
0040110(
0040120C
00401301
0040140(
0040150C
0040l60f
0040170J
0040180C
00401900
0040200(
0040210C
0040220C
0040230(
0040240(
0040250C
0040260C
- 287 -
-------
0^80*00
0980*00
0580*00
0*80*00
0£80*00
0280*00
0180*00
0080*00*******************
06£0*00
08/.0*00
OUO*00
09£0*00
OS/LO*00
0*iO*00
(CM'P)IXVW3V
(>I)3SNdX=(M'P)I[\!IW3 (CM'PHNIrtD',
=M £01 OQ
PN'I=P 60T OQ «
******* Viva a3tod03SNVdI *******D
in ox OD (o*03"3axvai) Ji «»
'NIK sxndwoo *************************l-
901
02/.0*00
ouo*oo
00£0*00
0690*00
'0890*00
'OL90*00
'0990*00
'0590*00
'0*90*00
'0£90*00
'0290*00
'0190*00
'0090*00
'0650*00
'0850*00
0^.50*00
0950*00*******************
0550*00
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'0150*00 ' (S)dOatfl' (5
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*OT
3nNllNOD 201 **
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(M'DD = U'f HXVWD
Oi'DO = Cil'DlNIrtD «*
fN' [=f 201 00
N03WHN' I=M *OI OQ •*
******* VXVQ XH3IVHXS *******w
311MIXN03 SOt
eo
lor
(M)DSNHX = Cj4'P)tDAVD
(M)3SNHX = (M'P)IXVWD *"
= (M'P)TNIWD te.
IOT oa
nvo -^
PN'i=p £01 oa
******* vxva a3wdu3SNvax *******3^
5ot ox OD co*03Vjaivai) Ji ^
901 OX OD (dl'XO'DAOI) JI OOT
IIINI **************************JM
WhN ' (*2 I 'OOU 0-t °3
' (5)dODO'l
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a.L' (09l)A'
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'08*0*00 '(5'09l)ZNlWO '(5'09 I)tOAV3 'C5'09t)IXtfrt3 '(5'09HlNlwJ MOISN3WIQ
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»0£*0*00***********************************************************************^
(02*0*00 ON3
NanxSd t
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**************************
XIXSNOO
*
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N01XVHIN33M03 *
H60T *
)OUO*00
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C/SNOIXOIG.'idd MOV1S H'JIH Hi t' X8*// t H I ) XVWa03 U98
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(2'il3*'Z*023'**2U'SiOHn X VWM03 Z £ 5
(1DW) CrIDi%3 ( *
C'lDW) (1.3) dSUAHN H50I* *
-------
CAVG1CJ,K) = CAVG1(J,K)
107 CONTINUE
109 CONTINUE
GO TO 113
CONTINUt;
STRAIGHT DATA
TPNSC(K)
111
C*******
DO
110 K = 1,N!JMCON
CMIN1(J,K) =
CMAX1CJ,K) =
C(J,K)
CCJ,K)
C(J,K)
DO 108 J=1,NJ
IF CCCj,K).LT.CMINlCJ,K))
IF CCCJ,K).GT.CMAX1CJ,K))
CAVG1(J,K) = CAVG1CJ,K) +
108 CONTINUE
110 CONTINUO-
US CONTINUE
IF CICYC.NF.LP) RETURN
DENOM = 1./FLOATCLP - IP + 1)
DO 114 K=l,NUMC
DO 112 J=1,NJ
CAVG1(J,K) = CAVG1CJ,K) *
112 CONTINUE
114 CONTINUE
C************************** WRITE SUMMARY TA&LF 1 *****
DENOM
* FLOAT(IP)
* FLOATCLP)
/ 24.
/ 24.
HOUPS1 = DELTQ
HOUPS2 = DFLTQ
KDAYS1 = HOURS1
KDAYS2 = HOUPS2
HOURS2 = CTIME
HOURS = 24.0 *
HOURS1 = HQURSl -
WRITE C6,600) IP,
WRITE C6,602)
DO 116 J=l,NJ
WHITE C6,604)J,
116 CONTINUE
****************** CHECK
IF CPLT.EQ.O) GO TO 122
NP = 2**NMODE - 1
DO 121 ISIDE=1,NP
NPP = 0
DO 120 J=1,NJ
IFCRMNODECJ).GT
IFCNMODE.EO.l)
GO TO C1001 ,
1001 CONTINUE
IFCJ.GT.25
IFCJ.GT.88
GO TO 1004
1002 CONTINUE
IFCJ.GT.25
GO TO 120
1003 CONTINUE
IFCJ.GT.88
GO TO 120
1004 CONTINUE
Npp = NPP + 1
IF CNPP.GT.99) WRITE
DO 118 LPP=1,5
FGQXQC1,LPP,NPP)
FGOXOC2,LPP,NPP)
FGQXOC3,LPP,NPP)
118 CONTINUE
3600,
3600,
CTIME1
CTIKE1
FLOATCKDAYS1)
- HOURS
KDAYS1, HOUPS1
LP, KDAYS2, HOUPS2
004088(
004089(
004090(
00409K
004092C
004093C
004094C
004095C
004096C
004097C
004098C
004099C
0041000
0041010
0041020
0041030
0041040
0041050
0041060
0041070
0041080
****t********0041090
0041100
0041110
0041120
0041 130
0041140
0041150
0041160
0041170
0041180
0041190
0041200
CCMIN1CJ,K), CMAX1CJ,K), CAVG1CJ,K), K=1,NUMC)
FOR PLOTTING OF SUMMARY 1
0041210
85.0) GO TO
GO TO 1004
1002,1003),ISIPE
120
AND,
AND,
J.LT,
J.LT,
58) GO TO 120
120) GO TO 120
AND.J.LT.58) GO TO 1004
AND.J.LT.120) GO TO 1004
C6,606)
= CMAX1CJ,LPP)
= CAVG1CJ,LPP)
= CMIN1(J,LPP)
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
0041
2301
240i
2501
2601
2701
280<
290(
300(
3101
3201
330C
3401
350<
360C
370C
380*
3901
400C
4101
4201
430C
440f
4501
4600
470T
4801
- 289 -
-------
V*
FGQXA(NPP) = RMNODE(J)
120 CONTINUE
CALL SUMPLT(IP,I,P, ISIDE,NPP)
121 CONTINUE
122 CONTINUE
RETURN
C************************** INITIALIZE SUMMARY 2
124 IF (ICYC.GT.TP) GO TO 130
IF (IDA'IRF.EO.O) GO TO 129
C******* TRANSFORMED DATA *******
DO 127 J=l,NJ
CALL DATPF(J,NUMCON)
DO 125 K=1,NUMC
CMIN2(J,K) = TPNSC(K)
CMAX2(J,K) = TPNSC(K)
CAVG2(J,K) = TRNSC(K)
125 CONTINUE
127 CONTINUE
RETURN
129 CONTINUE
3******* STRAIGHT DATA *******
DO 128 K=1,NUMCON
DO 126 J=2,NJ
CMIN2(J,K) = C(J,K)
CMAX2(J,K) = C(J,K)
CAVG2(J,K) = C(J,K)
126 CONTINUE
128 CONTINUE
RETURN
130 CONTINUE.
' ;************************* COMPUTE MIN, MAX, AVG
! IF (IDATRF.EO.O) GO TO 135
;******* TPANSFORMFD DATA *******
DO 133 J=1,NJ
CALL DATRF(J,NUMCON)
' DO 131 K=1,NUMC
1F(TRNSC(K),LT.CMIN2(J,K))
1F(TRNSC(K),GT.CMAX2(J,K))
' CAVG2(J,K) = CAVG2(J,K) +
131 CONTINUE
' 133 CONTINUE
, GO TO 137
135 CONTINUE
,-******* STRAIGHT DATA *******
DO 134 K=1,NUMCON
DO 132 J=l,NJ
IF (C(J,K).LT.CMIN2(J,K))
IF (C(J,K).GT.CMAX2(J,K))
CAVG2(J,K) = CAVG2(J,K)
132 CONTINUE
134 CONTINUE
137 CONTINUE
IF (ICYC.NE.LP) RFTURN
DENOM = l./FLOAT(LP - IP + 1)
DO 138 K=1,NUMC
DO 136 J=1,NJ
CAVG2(J,K) = CAVG2(J,K) * DENOM
136 CONTINUE
138 CONTINUE
C************************** WRITE SUMMARY TABLF 2
HOURS1 = DELTQ * FLOAT(IP) / 3600. + CTIME1
004149'
0041501
0041511
004152i
004153'
004154
*******************004155
004156
004157
004158
004159
004160
004161
004162
004163
004164
004165
004166
004167
004168
004169
004170
004171
004172
004173
004174
004175
004176
004177
004178
CMIN2(J,K)=TRNSC
CMAX2(J,K)=TPNSC
TRNSC(K)
CMIN2(J,K) = C(J
CMAX2(J,K) = C(J
C(J,K)
004180
004181
004182
004183
004184
(K) 004185
(K) 004186
004187
004188
004189
004190
004191
004192
004193
004194
,K) 004195
,K) 004196
004197
004198
004199
004200
004201
004202
004203
004204
004205
004206
004201
******************00420£
00420?
- 290 -
-------
HOURS2 = DELTQ t FLOATCLP) / 3&oo. + CTIMEI
KDAYSl = HOIFPSl / ?4.
KDAYS2 = HOURS2 / 24.
Hpups2 = CTIMF
HOURS = 24.0 * FLO»T(KDAYS1)
HOURS! = HOURS! - HOURS
WRITE (6,600) TP, KDAYSl, HOURS!, LP, KDAYS2, HOUPS2
WRITE (6,60?)
DO 140 J = l ,NJ
WRITE (6,604)J, (CMIN2(J,K), CMAX2(J,K), CAVG2(J,K), K=1,NUMC)
140 CONTINUE
C*******************t* CHECK FOP PLOTTING OF SUMMARY 2 **>M
IF (PLT.EQ.O) GO TO 146
NP = 2**NMODE - 1
DO 145 ISIDE = 1 ,NP
NPP = 0
DO 144 J=l,NJ
IF(RMNODE(J).GT.85.0) GO TO 144
IF(NMODE.EO.l) GO TO 2004
GO TO (2001 ,2002,2003),ISIDE
2001 CONTINUE
IF(J.GT.25.AND.J.LT.58) GO TO 144
IF(J.GT.88.AND.J.LT.120) GO TO 144
GO TO 2004
2002 CONTINUE
IF(J.GT.25.AND.J.LT.58) GO TO 2004
GO TO 144
2003 CONTINUE
IF(J.GT.R8.AND.J.LT,120) GO TO 2004
GO TO 144
2004 CONTINUE
NPP = NPP + l
IF (NPP.GT.99) WRITE (6,606)
DO 142 LPP=1,5
FGQXOd,LPP,NPP) = CMAX2(J,LPP)
FGQXO(2,LPP,NPP) = CAVG2(J,LPP)
FGQXO(3,t,PP,NPP) = CMIN2(J,LPP)
142 CONTINUE
FGQXA(NPP) = RMNQDE(J)
144 CONTINUE
CALL SUMPLT(IP,LP,ISIDE,NPP)
145 CONTINUE
146 CONTINUE
***************
00421000
00421100
00421200
00421300
00421400
00421500
00421600
00421700
00421800
00421900
00422000
FORMAT STATEMENTS
00422200
00422300
00422400
00422500
00422600
00422700
00422800
00422900
00423000
00423100
00423200
00423300
00423400
00423500
00423600
00423700
00423800
00423900
00424000
00424100
00424200
00424300
00424400
00424500
00424600
00424700
00424POO
00424900
00425000
00425100
00425200
*********00425300
00425400
600
602
FORMAT UH1///10X,42(1H*),
*)/ ,10X,'STARTS AT CYCLE '
*'ENDS AT CYCLF • ,14, • ('
FORMATdH /4X,'JUNC',9X,
WATER
',14,' (',13,
,13,' DAYS ',F4
'CONSTITUENT l'
10NSTITUENT
2 /15X,'MIN
3 AVE
4
QUALITY
' DAYS ',F4.1,' HOURS)'
' HOURS)'///)
'CONSTITUENT
SUMMARY
P,F4.1,'
.1,
,iox,
604
606
3',10X,'CONSTITUENT 4',1 OX, 'CONSTITUENT !
MAX AVE MIN MAX AVE
MIN MAX AVE MIN MAX AVE'
/,4X,124(1H-)/ )
MIN
FORMAT (4X,I3,4X,5(2X,3F7.2))
FOPMATC1 NUMBER OF PLOTTER PTS
RETURN
END
EXCEEDS ARRAY DIMENSIONS')
',42(1H*00425600
,31X,00425700
00425800
,10X,'C00425900
00426000
MAX 00426100
00426200
00426300
00426400
00426500
00426600
00426700
STATS
00426900
- 291 -
-------
- Z6Z -
££*00 OtM = M OH OQ -
i££*oo *oi / caM)iwou = goad
>Z£*00************************** 331IXN3Da3d ********************* D m
I2£*00 U)Z s NIWZ
.Z£*oo (QNUV013 / DAVZ = DAVZ
>2£*00 3f]MlXNOD 801 m
J2£*00 (N)Z + DA\/Z = DAVZ
>Z£*00 00************************ DAV XVW NIW ********************* D ^
3
tfiva aadaado D^rsn sDixsiitfis aindwoo **********************D m
(di 'di) daaao nvo
901 '*'
t-oi
I (ON) Qtf3a
2'1'T=« VOT UQ —
EUfrOO 901 OX 09 (0'03'2T) 31
rr - xvxsrN = zi **
(II)DD = UM)Z ^.
3I1NIXNUJ 20T
'DADI cnw) avaa »,
806^00 TII'T=1 201 OQ
t + M» = MM
dTdI = I 901 00
soe^oo o = MM ""
rr = in *,
ON aMi«3d
xsDNnr = r **
toetoo xvxsFN'T=rr t-Tt oa
OOCfrOO dl 'di 'II (009'9) 3XldM
662frOO 3DNIXNOD TOI _
862frOO XVXSPN + 0 1 = 3DrfdN
/.62frOO (fr09'9) 3XIdM *J
962^00 101 OX OD (09'3T33VdN) 31
S62frOO XtfXSfN + OT + 3D«dN = 39tfdN r?
fr62frOO 9U OX OD (0'03* (IDiVlSI) 31 u
£62^00 3wnM'T=II 9TT OQ
262*00 09 = SDtfdN fl
T62t>oo****************** tfxva 3HX asaao QNV a«3d ************************3
062*00 NHflXaa (dl'XTOADD -^
682*00 .^nMIXNOD 001
882*00 (NOOnflN'UM '(M'f)D) 'DAOI (HN) 3XIdM
Z.82*00 30NIXNOD 06 ^
982*00 001 OX OD
iS82*00
i*82*00
i£82*00 06 OX OD (0 *03 *3dX\f 0 I ) 31
iz82*oo CDxsDNnr = r ,
»i82*oo X«XSPN'T=I OOT oa
>082*00******************* 3SIQ OX.MO VXVQ 3XIdM **************************3 '
)6/L2*00 (Ot)wOD '(9JDJ
)8^.2*00 (OOS)Z
)L£2*00 (80*)2AW^na'DADI'(S6S) lAWWllQ' ( 09
)9£2*00
j*£2*oo DwnM'3dX'Joi'3dxxi^i'3dxa\/i'3dxtfar ' (2)axaavi
)£L2*00 ' (S)dOG\f l' (9)Xlil^a' (S)dODO'l' (S)DSNaX' (091) A' (S'091)
)2/.2*oo (s)xvxsi' (os)xsjNnr'xvisrN
)U2*oo (UN 'di 'di) sitfxs 3wixnoaans
-------
110
IDIST = FLOAT(K) * PROP
CUW(K) = Z(iniST)
CONTINUF
****************** SKEkNESS •»• KURTOSIS
112
SDIFF2 =
5DIFF3 =
SDIFF4 =
DO 112
DIFF = Z(N) - ZAVG
SDIFF2 = SD1FF2 + D1FF**2
SDIFF3 = SDIFF3 + DIFF**3
SDTFF4 = SDIFF4 + DIFF**4
CONTINUF
XND = 1. / FLOAT(ND)
XNU = FLOAT(ND) - 1.0
SDEV = SQRT(SDIFF2/XMU)
SKEW = (XND * sniFF3) / ((XND *
CUPT = ({XND * SDIFF4) / (((XND
0.
0.
0.
N=l ,ND
= Z(N) -
SD1FF2
SDIFF3
SDIFF4
0043320C
0043330C
0043340C
************** *******0043 350C
0043360T
0043370C
0043380C
0043390C
0043400C
00434100
00434200
00434300
00434400
00434500
00434600
00434700
soiFF2)**i .5) 00434900
* SDIFF2)**2)) -3) 00434900
;******************************* OUTPUT STATISTIC TABLES *************00435000
WRITE (6,602) J,ZAVG,SDEV,SKEW,CURT,ZMIN,(CUM(K),K=l,10) 00435100
114 CONTINUE 00435200
116 CONTINUE 00435300
REWIND NU 00435400
***************************** FORMAT STATEMENTS *********************00435500
.00 FORMAT (1H //20X,88(1H*),/,1X,19(1H*),' STATISTICAL ANALYSIS OF C00435600
*ONSTITUENT',12,' CONCENTRATIONS FROM CYCLE',15,' TO CYCLE', 15,3X, 00435700
,//,51X,24(lH*), '
MEAN ST DEV
30 40 50
CUMULATIVE
SKEWNFSS
60
PROBABILITIES
KUPTOSIS
70 80
*18(1H*),/,20X,88(1H*)
*',24(1H*),/,2X,'JUNC
* 00 10 20
*0 100' ,/,lX,128(1H-),/ )
.02 FORMAT (2X , T3 , 4(IX,F9.2),5X,11F7.2)
,04 FORMAT (1H1)
RETURN
END
;***********************************************************************00436600
: ORDER 00436700
C***********************************************************************00436800
SUBROUTINE ORDER (IP, LP) 00436900
CQMMON/STAORD/ Z(500) 00437000
C**************************** ORDER THE X/ARRAY **********************00437100
00435800
00435900
900436000
00436100
00436200
00436300
00436400
00436500
NM = LP - IP
******************
DO 104 11=1,NM
NCHNG = 0
DO 100 K=1,NM
IF (Z(K).LE.Z(K-H)) GO
TEMP = Z(K)
Z(K) = Z(K+1)
Z(K+1) = TEMP
NCHNG s NCHNG + 1
100 CONTINUE
IF (NCHNG.EO.O) RETURN
*****************
NCHNG = 0
DO 102 N = 1,NM
K s NM - N + 1
IF (Z(K).LE.Z(K-H)) GO
TEMP = Z(K)
Z(K) = Z(K-»-l)
Z(K+1) = TEMP
NCHNG = NCHNG + i
FORWARD PASS *****************
TO 100
BACKWARD PASS ****************
TO 102
00437200
00437300
00437400
00437500
00437600
00437700
00437800
00437900
00438000
00438100
00438200
00438300
00438400
00438500
00438600
00438700
00438800
00438900
00439000
00439100
00439200
- 293 -
-------
- 1763 -
zsdnou 'zsAtfa>i 'di MsanoH 'TSAVQM 'di uis'zz) anaw
(,A«vwwns Ainvno - sais TN Aavnisa aavNiviaa. 'xfre'mmvwaoa 9TS
(9IS'ZZ)31IHM
BIT 01 03
Ainvno - 3ais isa-vd Advnisa aawMViaa. 'xn'iHnitfWdOj sis
3XIdM
8TT 01 00
(
AIIIVOO - ISMNVHD H31N33 Aavniss aawMviaa.
31IHM
iN03 i\\
01 OD
sefrt-oo********************** 311H ino 3iidM ****************************D
'ON iN3niusMQ3 aoj sisawT aais iss ******************o
ddN = (C)ldN
ddN = (Z)ldN
ddN = (l)ldN
3HNI1N03 OTT *
= (e'i)x
(I)WXO'Jj = (I'DX
(I'll'eJOXOOj = (E'I)A
(l'II'2)OXODj = (Z'I)A
(I'll' 1)0X033 = (I'I)A
ddN'T = I OTt Od
it-Zft-00****** U31101d 3d 01 tfltfQ HUM SAVddtf A 5 X dfl 1113 **************
001 01 OD (0*03* (II)JDOI) 31
o^nuM=ii OOT oa
(i) uoQ=(i)woiioa ice
ZI'T = I toe oa
(i)i3ciis=(i)3ais ooe
is'i = r ooe oa
l/.Tfrt'OO*************** S3XV ^OiLOQ QMtf 3QIS NO S13aVl 13S ************* **
/ HI*6I
'lHI'NHl'3Hl'nKl'lHt' IHl'lHt ' SH T ' NH t ' OH t ' OH t ' HUU/T3GIS VIVO
(Z8T) IWKI'IQ' (S)MW'J' C
)frOfrfrOOZSdaOH'ZSAVU>J'TSdnOH' ISA VOX' C66)tfXOD3' (66 ' 9 ' £ ) QXODJ
JwflN' (986
'(IS)I3GIS '(ZT)UOfl '(9)ldN ' (9 ' £0 I ) A ' (9 ' £0 t ) X NOISN3Wia
(ddN'saisi 'di'dniid^ns awnnoaans
)OOt't'00***********************************************************************D'
)66€fOO lldwns 0,
)86£frOO***********************************************************************J
)56£frOO 3I1N11NOO {-01
NdlU3d (O'Oa'ONHDN) 31
201
-------
517 FOPMATUH , 32X,'SUMMARY STARTS AT CYCLE",216,' DAYS',F5.1
*/33X,'SUMMARY ENDS AT CYCLE',216,' DAYS',F5.1,' HOURS')
YMlNsGMIN(U)
IGCFC5)
C*********************** CALL CURVE TO PRODUCF THE: PLOT ***
CALL CUHVE(X,Y,NPT,3,1 ,0,2,0,I SIDE)
100 CONTINUE
RETURN
END
SUBROUTINE SWPLDT
COMMON/A/GMAXC5),GMIN(5),NGJUNC(20),NGST(20),NGEND(20),
1 NGCON(20,5),NGCYC.NBRCON,NGINT(20)
COMMON/i»NF/RMNODE( 160) ,FGSWO(99,5) ,FGSWA(99) , IfcFSCY , ICYC ,
1 KSLACK,IWF,IWFFCY,INODOP(99),NMODE,NODEPM(100,3)
CQMMON/B/NDATA,DATA(3,5,16,3),RDATA(16),IMPOSE
COMMON/AXES/XAXIS,YAXIS,XMIN,XMAX,YMIN,YMAX
COMMON/LABFLS/TOPCIO),BOTTOM(12),SIDE(51)
COMMON/LAb/TITLF(18),XLAB(11),YLAB(6),HOPIZ(20),VERT(6)
DIMENSION SIDF1(51),SIDE2(5),BOT1(12),TOP 1(10)
DIMENSION X(103,6),Y(103,6),NPT(6)
DATA TUP1/10*4H /
DATA BOT1/7*4H ,4HMILE,4HS BE,4HLOW ,4HTREN,4HTON /
DATA SIDE1/21*1H ,1HC,1 HO,1HN,1HS,1HT,1H1,1HT,1HU,1HF,1HN,1HT,
1 19*1H /
DATA SIDE2/1H1,1H2,1H3,1H4,1H5/
XMlN=0.1
XMAX=90.0
C
C
C
300
301
302
HOUPS'0044540(
0044550C
0044560C
0044570C
199
C
C
C
C
SET LABELS
DO 300 1=1,SI
SIDE(I)=SIDE1(I)
DO 301 1=1,12
BOTTOM(I)=BOT1(I)
DO 302 1=1,10
TOP(I)=TOP1(I)
DO 100 11=1,5
IFdGCF(II).NE.l) GO TO 100
IF(IMPOSE.LT.4) GO TO 199
IFUI.LT.5) GO TO 100
CONTINUE
IMPCHK = II + IMPOSE
FILL UP X AND Y ARRAYS
************* INITIALIZE
IFUMPOSE.EQ.4) GO TO
IC = 0
IL = 0
IR = 0
304 CONTINUE
ICP=O
ILP = 0
COUNTERS
304
DO 110 1 = 1, IMF
IF(NMODE.EQ.2) GO TO 9000
IFUMPOSE.LT.4) GO TO 200
ICP=ICP*1
X(ICP,2) = FGSWA(I)
Y(ICP,2)=FGSWO(I,5)
0044590C
0044600C
0044610C
0044620C
0044630C
0044640C
0044650C
0044660f
0044670C
0044680C
0044690C
0044700C
0044710C
0044720C
0044730C
0044740C
0044750C
0044760C
00447700
00447800
00447900
00448000
00448100
00448200
00448300
00448400
00448500
00448600
00448700
00448800
00448900
00449000
00449100
00449200
00449300
00449400
00449500
00449600
00449700
00449800
00449900
00450000
00450100
00450200
00450300
00450400
00450500
00450600
00450700
00450800
00450900
00451000
00451100
0045120C
00451300
0045140C
- 295 -
-------
AXA=X1
AXB=X2
c
c
c
AYB=Y2
IF(ABS(AXB-AXA1.LT.ABS(AYB-AYA)) GO TO 290
SRT PARAMETERS FOR X DIRECTION7
IF(AXB.GT.AXA) GO TO 245
AXA=X2
AXB=X1
AYA=Y2
AYB=Y1
245 CONTINUE
IXA=AXA+0.5
IXB=AXBt0.5
IYA=AYA+0.5
1
J
'""I
uj
r»
Uf
250 CONTINUE
IF(IXA.LT.O.OP.IXA.GT.JXAX) GO TO 260
IFUYA.LT.O.OR.IYA.GT.JYAX) GO TO 260
CALL PPLOTCIXA,IYA,NSYM,NCT)
260 CONTINUE
YA=(N*(AYB-AYA))/(AXB-AXA)
IF(IXA.LE.IXB) GO TO 250
GO TO 400
C
c
c
SET PARAMETERS FOR Y DIRECTION
^ 290 CONTINUE
,- IF(AYB.GT.AYA) GO TO 295
AYB=Y1
AYA=Y2
AXB=X1
"" AXA = X2
^ 295 CONTINUE
IXA=AXA+0.5
w* IXB = AXB + 0.5
IYB=AYBt0.5
300 CONTINUE
IF(IXA.LT.O.OR.IXA.GT.JXAX) GO TO 310
IF(IYA.LT.O.OR.IYA.GT.JYAX) GO TO 310
CALL PPLOTCIXA,IYA,NSYM,NCT)
310 CONTINUE
IYA = IYA-H
XA=(N*(AXB-AXA))/(AYB-AYA)
IF(IYA-IYB) 300,320,400
320 IXA=IXB
GO TO 300
400 RETURN
END
SUBROUTINE SCALECARRAY,AMAX,AMIN,AXLEN,NPTS,INC)
COMMON/AXES/XAXIS,YAXIS,XMIN,XMAX,YMIN,YMAX
DIMENSION INT(5),ARRAYC103,4)
004881C
004882C
004883C
004884C
0048S5C
004886C
004887C
004888(
004889(
004890C
00489K
004892(
004893(
004894(
004895(
004896(
0048971
0048981
0048991
0049001
004901'
004902<
0049031
004904i
004905
004906
004907
004908
004909
004910
004911
004912
004913
004914
004915
004916
004917
004918
004919
004920
004921
004922
004923
004924
004925
004926
004927
004928
004929
004930
004931
004932
004933
004934
004935
004936
004937
004938
004939
00494C
004941
- 296 -
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
DATA INT/2,4,5,8,10/
INCT=IABS(INC)
IF(AKAX-AMJN) 275,255,275
RESET MAX AND MIN KiP ZERO PANGF
255 IF(AMIN) 265,400,260
260 AMIN=0.0
AMAX=2.0*AMAX
GO TO 275
265 AMAX=0.0
AMIN=2.0*AMIN
275 CONTINUE
COMPUTE UNITS/INCH
RATE=(AMAX-AMIN)/AXLEN
SCALE INTERVAL TO
LESS THAN 10
A=ALOGlO(RATE)
N = A
IF(A.LT.O) N=A-0.9999
RATE=PATE/(10.**N)
LsRATE+1.00
280 DO 300 1=1,5
IF(L-INTCI)) 320,320,300
300 CONTINUE
FIND NEXT HIGHER INTERVAL
L IS NEXT HIGHER INTERVAL
RANGE IS SCALED BACK TO FULL SET
320 L=INT(I)
RANGF=FLOAT(L)*10.**N
IF(INC.LT.O) GO TO 350
K=AMIN/RANGE
IFCAMIN.LT.O.) K=K-1
SET UP POSITIVE STEPS
CHECK FOR MAL VALUE IN RANGE
IFCAMAX.GT.(K + AXLF.N) *RANGE) GO TO 330
I=NPTS*INCT+1
ARRAY(I,1)=K*RANGE
isI+INCT
ARRAY(I,1)=RANGE
RETURN
IF OUTSIDE RANGE RESET L AND N
330 L=L«-1
IFd.LT.ll ) GO TO 280
L=2
340 GO TO 280
0049420*
0049430(
0049440(
0049450(
0049460(
0049470(
0049480(
0049490C
0049500C
0049510C
0049520C
0049530C
0049540C
0049550C
0049560C
0049570C
0049580C
0049590C
00496000
00496100
00496200
00496300
00496400
00496500
00496600
00496700
00496800
00496900
00497000
00497100
00497200
00497300
00497400
00497500
00497600
00497700
00497800
00497900
00498000
00498100
00498200
00498300
00498400
00498500
00498600
00498700
00498800
00498900
00499000
00499100
00499200
00499300
00499400
00499500
00499600
00499700
00499800
00499900
00500000
00500100
00500200
- 297 -
-------
200
9000
201
901
202
902
203
GO TO 110
CONTINUE
1C = 1C +
903
110
C
c
1
1 ) = FGSWAd)
Y(IC,1) = FGSWOd,II)
GO TO 110
CONTINUE
IFdNODQP(T) .GT.25. AND . INODQR (I) .LT. 58) GOTO 901
IF(INODORd) .GT.8R.AND. t NODOR (I) . LT . 1 20) GOTO 902
IFdKP05E.I,T.4) GO TO 201
ICP=ICP«I
X(ICP,2) = FGSWAd)
Y(ICP,2)=FGSWOd,5)
GO TO 903
CONTINUE
ic=ic+i
X(IC,l)=FGSWAd)
YdC,l)=FGSWOd,II)
GOTO 903
CONTINUE
IFdMPOSE.LT.4) GO TO 202
ILP=ILP+1
X(ILP,4) = FGSWAd)
Y(ILP,4)=FGSWO(I,5)
GO TO 903
CONTINUE
lL=ILfl
X(IL,3) =
Y(IL,3) =
GOTO 903
CONTINUE
IFdMPOSE.tT.4) GO TO 203
FGSWA(I)
FGSWOd, II)
Y(1PP,&)=FGSWQ(T,5)
GO TO 903
CONTINUE
IR=IR-«-l
X(IP,5) =
FGSWAd)
FGSWOd,ID
355
350
CONTINUE
CONTINUE
NPT(1)=IC
NPT(2)=ICP
NPT(3)=IL
NPT(4)=ILP
NPT(5)=IH
NPT(6)=IFP
SET SIDE LABELS
SIDE(34)=SID(::2(II)
IFdMPCHK.LT.8) GO
lFdMpQSE.EQ.4) GO
ISAVEsIWFSCY
RETURN
CONTINUE
IWFSCY=I5AVE
CONTINUE
LOOP TO PLOT CENTER AND SIDES
NP = 2**NMODE-1
DO 500 N=1,NP
TO
TO
350
355
298
-------
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-------
c
c
c
300
301
302
END
SUBROUTINE PLOTER
COMMON/AXES/XAXTS,*AXIS,XM1N,XMAX,YMIN,YVAX
DIMENSION X(103,6),Y(103,6),NPT(6),C(5)
COMMQN/LAB/TITLFU8),XLAB(11),YLAR(6),HORIZ(?0),VERT(6)
COMMON/LABF,T,S/TOP(10),BOTTOM(12),S1DE(51 )
COMMON/A/GMftX(5),GM]N(5),NGJUNC(20),NGST(20),NGfcND(20),
L NGCON(20,5),NGCYC,NBRCON,NGINT(20)
DIMENSION SIPEK51) , SIDE2 ( 5 ) , BOT1 (12), TOPI (10)
DATA SIDE1/21*IH , 1HC , 1HO,1HN,1HS,1HT,1HI,1HT,1HU,1HE,1HN,
L 19*1H /
DATA SIDE2/1H1,1H2,1H3,1H4,1H5/
DATA BOT1/9*4H ,4HCYCL,4HES ,4H /
DATA TOP1/10*4H /
NIJMCON = NBPCON
SET LABELS
IF(NGCYC.EQ.O) RETURN'
DO 300 1=1,51
SinE(I)=SlDFl(I)
DO 301 1=1,10
TOP(I)=TOP1 (I)
DO 302 1=1,12
GO TO 200
DO 100
DO 200
REWIND
11=1,NGCYC
JJ=1,5
Nil
IFCNGCONdJ, JJJ.NE.l)
YMIN=GMIN(JJ)
YMAX=GMAX(JJ)
SKIP TO STARTING CYCLE
^ M=NGST(II)
L1 = (N1-D*NGCYC
IF(Ll.EO.O) GO TO 215
DO 210 L=1,L1
210 READ(Nll) ICYC,(C(K),K=1,NUMCON)
""" 215 CONTINUE
"" KK = 0
— ITIM1=NGST(II)
ITIM2=NGEND(II)
<- ITIM3 = NGINT(II)
^ C********** LOOP FOR SPECIFIED PLOTTING CYCLES
DO 280 I=ITIM1,ITIM2,ITIM3
« KK=KKfl
C********** SKIP TO THEN READ PLOTTING JUNCTIOf"
"• DO 250 L = l ,111
250 READ(Nll) TCYC,(C(K),K=1,NUMCON)
"" Y(KK,1)=C(JJ)
* X(KK,1)=I
Il2=NGCYC*(NGINT(TI)-l)
*• 270 L2 = NGCYC-H
C********** SKIP TO END OF PRESENT CYCLE ************
"" IF(L2.EQ.O) GO TO 240
^ DO 260 L=1,L2
260 READ(Nll) ICYC,(C(K),K=1,NUMCON)
««• 240 CONTINUE
C********** SKIP TO START OF NEXT PLOTTING CYCLE
"" IFCII2.EQ.O) GO TO 280
IN PRESENT CYCLE
**********
004637
004638
004639
004640
004641
004642
004643
004644
004645
1HT, 00464*
00464"
00464&
00464«
00465C
004651
00465:
00465!
00465'
00465!
004651
00465'
004651
00465'
004661
00466
00466
00466
00466
00466
00466
00466
00466
00466
00467
00467
00467
00467
00467
00467
00467
00467
00467
00467
00468
00468
00468
00468
*******00468
00468
00468
00468
00468
00468
0046?
00469
0046S
0046?
0046S
0046S
0046«
0046?
- 300 -
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
III = I + TTIM3
IFUII.GT.ITIM2) GO TO 280
DO 290 LL=1,II2
290 READ(Nll) ICYC,(C(K),K=1,NUMCON)
280 CONTINUE
SET UP SIDE LABELS
235 SIDE(34)=SIDE2(JJ)
WRITE OUT TITLE
WRITE(22,400) NGJUNC(11),NGINTC11 )
CALL CURVE TO PRODUCE PLOT
NPT(1)=KK
XMlN=NGST(II)
XMAX=NGEND(II)
CALL CURVE(X,Y,NPT,1,1,0,2,0,1)
400 FOPMATUH1 ,40X, ' TIME PLOTS FOP NODE',15,' AT AN INTERVAL OF',15
1 ' CYCLES')
200 CONTINUE
100 CONTINUE
RETURN
END
SUBROUTINE CURVE(X,Y,NpT,NCV,NPLOT,IJOIN,I TEL,ISTAN,IS IDE)
COMMON/B/NDATA,DATA(3,5,16,3),RDATA(16),IMPOSE
COMMON/AXES/XAXIS,YAXIS,XMIN,XMAX,YMIN,YMAX
DIMENSION X(103,6),Y(103,6),NPT(6)
COMMON/STND/JSTAN,YSTAN,KPLOP
COMMON/LABXT ITLE(18),XLAB(11),YLAB(6)
1,HORIZ(20),VERT(6)
CURVE IS THE ENTRY TO A GENERALIZED PRINTER PLOT ROUTINE.
ROUTINE PLOTS SEQUENTIALLY PAIRED VALUES TAKEN FROM THE X AND
Y ARRAYS. THE SCALING VALUES FOR BOTH ARRAYS APE STORED IN THE
LAST TWO ARRAY LOCATIONS IN THE SAME MANNER AS CALCOMP SCALING
THE ARGUMENTS IN THE CALLING SEQUENCE AFE DEFINED BELOW...
X...THE ARRAY CONTAINING THE X AXIS COORDINATES OF THE
POINTS TO BE PLOTTED.
Y...THE ARRAY CONTAINING THE Y AXIS COOPDINATES OF THE
POINTS TO BE PLOTTED
NPT...THE NUMBER OF POINTS TO BE PLOTTED.
NCV...THE NUMBEP OF CURVES TO BE PLOTTED
NPLOT...USED FOP PLOT IDENTIFICATION, THIS VALUE IS
PRINTED ABOVE EACH PLOT FOR EACH CALL TO CURVE.
IJOIN...FLAG FOR JOINING OR NO JOINING OF DATA POINTS
ITEL...FLAG FOR GRID SIZE
ISTAN...CONSTITUENT NUMBER
ISIDE...I = CENTER CHANNEL, 2 = DEL-PA SIDE, 3 = NJ SIDE
00469800
00469900
00470000
00470100
00470200
00470300
00470400
00470500
00470600
00470700
00470800
00470900
00471000
00471100
00471200
00471300
00471400
00471500
00471600
00471700
, 00471800
00471900
00472000
00472100
00472200
00472300
00472400
00472500
00472600
00472700
00472800
00472900
00473000
TH00473100
00473200
00473300
00473400
00473500
00473600
00473700
00473800
00473900
00474000
00474100
00474200
00474300
00474400
00474500
00474600
00474700
00474800
00474900
00475000
00475100
00475200
00475300
00475400
00475500
00475600
00475700
00475800
- 301 -
-------
c
c
SET SPECIAL GRIP SIZE IF DESIRED
JSTANrO
IFdTEL-1) 1000,1010, 1020
1010 XAXIS=60.
YAXIS=40.
GO TO 1000
1020 XAXIS=100.
YAXIS=50.
1000 NPTS=NPT(1)
C
C
SET UP X AND Y SCALES
IXAX=XAXIS/10.
IYAX=YAXIS/10.
IXAX1=IXAX+1
IYAXUIYAX + 1
C
C
C
C
C
C
FIND MAX AND MIN FOP X AND Y ARRAYS
2001 CONTINUE
SET UP SCALES
AXLEN=IXAX
CALL SCALE(X,XMAX,XMIN,AXLEN,NPTS,1)
AXLEN=IYAX
CALL SCALE(Y,YMAX,YMIN,AXLEN,NPTS,1)
c
c
c
FORM X LABELS AND FACTORS
XMlNsX(NPTS+l ,1)
DELTX=X(NPTS+2,1)
XLAB(1)=XMJN
DQ 260 1=1,IXAX
260 XLAB(I-H) = XLAB(I)+DELTX
XSCAL=XAXIS/(XLAB(IXAXn-XMIN)
C
C
C
FORM Y LABELS AND FACTORS
YMIN=Y(NPTS+1 ,
YLABCIYAX1 )=YMTNT
DO 270 I=1,IYAX
270 YLAB(lYAXl-I)=YLAB(IYAXl+l-I)fDELTY
YSCAL=YAXIS/(YLAB(1)-YMIN)
C
C
C
INITIALIZE PLOT OUTLINE
NCD=lOO
IF(JSTAN.EQ.O) GO TO 2000
YSTAN=YSCAL*(6.0-YMIN)
2000 CALL PPLOT(0,0,NCD,NPLOT)
K = l
IF(IJOIN.EO.O) GO TO 500
C
C
C
C
C
DRAW IN EACH CURVE
DO 450 L=1,NCV
IF(NPTCL).EQ.O) GO TO 440
JOINING XO YO AND XT YT
_ 302 .
-------
400
420
440
450
C
C
C
500
510
515
520
C
C
C
550
XO = XSCAL*CXU,L)-XMIN)
YO=YSCAL*(Y(1,L)-YMIN)
NPOINT=NPT(L)
DO 400 N=2,NPOINT
IF(Y(N,L).GT.YMAX) Y(N,L)=YMAX-0
IF(Y(N,L).LT.YMIN) Y(N,L)=YMINtO
XT = XSCAL*CX(N,I,)-XMIN)
YT=YSCAL*(Y(N,L)-YMIN)
IF(XT.LT.XQ) GO TO 400
CALL PINE(XO,YO,XT,YT,K,NPI,OT)
XO = XT
YO=YT
CONTINUE
CONTINUE
K=K + 1
CONTINUE
GO TO 550
PLOT WITHOUT JOINING POINTS
CONTINUE
DO 520 L=l ,NCV
JJ=L
NPOINT=NPT(JJ)
IF(NPOINT.EO.O) GO TO 515
DO 510 N=l .NPOINT
XT=XSCAL*(X(N,L)-XyiN)
YT=YSCAL*(Y(N,L)-YMIN)
IXT=XT+0.5
IXY=YT+0.5
CALL PPLOT(IXT,IXY,K,1)
CONTINUE
CONTINUE
PLOT OBSERVED DATA
IFdSTAN.LT.l ) GO TO 565
DO 560 L=l ,3
DO 570 Ns=l ,NDATA
XT=XSCAL*(PDATA(N)-XMIN)
YT=YSCAL*(DATA(L,ISTAN,N,ISIDE)-YMIN)
IXT=XTt0.5
= YT-l-0.5
OUTPUT FINAL PLOT
CALL PPLOT(IXT,IXY,L1,1)
570 CONTINUE
560 CONTINUE
565 CONTINUE
C
C
C
555 NC=99
CALL PPLOT(0,0,NC,NPLOT)
RETURN
END
SUBROUTINE PINE(X1,Y1,X2,Y2,NSYM,NCT)
COMMON/AXES/XAXIS,YAXIS,XMIN,XMAX,YMIN , YMAX
JXAX=XAXIS
JYAX=YAXIS
004R200C
0048210C
00482200
00482300
00482400
00482500
00482600
00482700
00482800
00482900
00483000
00483100
00483200
00483300
00483400
00483500
00483600
00483700
00483800
00483900
00484000
00484100
00484200
00484300
00484400
00484500
00484600
00484700
00484800
00484900
00485000
00485100
00485200
00485300
00485400
00485500
00485600
00485700
00485800
00485900
00486000
00486100
00486200
00486300
00486400
00486500
00486600
00486700
00486800
00486900
00487000
00487100
00487200
00487300
00487400
00487500
00487600
00487700
00487800
00487900
00488000
303
-------
c
c
c
SET UP NEGATIVE STEPS
350
K=AMAX/RANGF
IF(AMAX.GT.O) K = K + 1
IFCAMIN.LT. (K+AXLEN)*RANGF)
GO TO 330
ARRAYCI,1)=K*PANGE
I = I-HNCT
ARRAYU,1)=-RANGE
RETURN
400 WRITE(22,100)
100 FORMATC//1H , 10X,'RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT')
RETURN
END
SUBROUTINE PPLOT(IX,IY,K,NCT)
DIMENSION Af51,101),SYM(14)
COMMON/AXES/XAXIS,YAXIS,XMIN,XMAX,YKIN,YF'AX
COMMON/LAB/TTTLEC1 8) ,XLAR(H),YLAB(6)
1,HORIZ(20),VEPT(6)
COMMON/LABELS/TOP(10),BOTTOM(12),SIDF(51)
COMMON/STNo/JSTAN,YSTAN,KPLOP
DATA SYM/4H***t,4H. . .. ,4HOOOO,4HXXXX,4H++++,4H2222,
1 4H ,4HIIII,4H ,4HXXXX,4HAAAA,4HOOOOf4H&&&S,,4H????/
IXAX1=XAXIS+1.
IYAX1=YAXIS+1.
JXAXl=XAXIS/10.fl.
JYAX1=YAXIS/10.+1.
TF(K-99) 200,220,230
200 CONTINUE
C*** CHECK FOR OFF-SCALE VALUES
IF(IY.GE.IYRXI) GO TO 10
IF(IY.LT.O) GO TO 20
A(IYAXl-IY,IXf1) = SYM(K)
RETURN
10 CONTINUE
C
C
20
220
300
310
223
320
500
510
224
225
228
= SYM(13)
RETURN
CONTINUE
ACIYAX1 ,IX + 1 ) = SYM{14)
RETURN
CONTINUE
1 = 0
WRITE(22,300) TOP
FORMAT( 1H1 ,20X, 10A4/1HO)
DO 225 II=1,JYAX1
Isl + l
WRITE(22,310) SIDE ( I), YL ABC II) ,(A(IfJ),J = l,IXAXl)
FORMATC1H , A 1 , F7 . 1 , 1 0 1 A 1 )
IF(II.EQ.JYAXl) GO TO 228
DO 224 JJ=1 ,9
1*1 + 1
IFCI.GT.50) GO TO 500
WRITE(22,320) SIDEC I ) , ( A ( I , J) , J=l , IXAX1 )
FOPMATtlH , Al , 7X , 10 1 Al )
GO TO 224
WRITE(22,510) ( A ( I , J ) , J=l , IXAX 1 )
FORMATC1H ,8X,101A1)
CONTINUE
CONTINUE.
CONTINUE
0050031
005004-
005005
005006
005007
00500R
005009
005010
005011
005012
005013
005014
005015
005016
005017
005018
005019
005020
005021
005022
005023
005024
005025
005026
005027
00502?
00502S
00503C
005031
00503:
00503:
00503'
00503!
00503(
00503"
005031
00503<
005041
00504.
00504!
00504.
00504'
00504!
00504i
00504
00504
00504
00505
00505
00505
00505
00505
00505
00505
00505
00505
00505
00506
00506
00506
00506
- 304 -
-------
WRITE(22,10?) CXT,AR(I),I = 1,JXAX1) 0050640C
WPITE(22,330) BOTTOM 0050650C
330 FOPMATC/1H ,20X,12A4) 0050660C
102 FOPMATUH ,IIFIO.I) O0506?oc
RETURN 0050680C
230 IYAX=YAX1S 0050690C
DO 250 1=1,TYAX 0050700C
DO 240 J=1,IXAX1 0050710C
240 A(J,J)=S*M(7) 00507200
A(I,1)=SYM(8) 00507300
250 CONTINUE 00507400
DO 260 J=1,IXAX1 00507500
260 A(IYAX1,J)=SYM(9) 00507600
DO 270 1=1,IXAX1,10 00507700
270 A(IYAXl,I)=SYMf8) 00507800
IYJ=IYAX1-10 00507900
DO 290 I=11,IYJ,10 00508000
A(I,1)=SYM(9) 00508100
290 CONTINUE 00508200
IF(JSTAN.EQ.O) GO TO 1000 00508300
IY=YSTAN 00508400
DO 1000 J=2,IXAX1 00508500
A(IYAX1-IY,J)=SYM(9) 00508600
1000 CONTINUE 00508700
IF(KPLOP.EQ.O) RFTURN 00508800
C********************** FILL IN BACKGROUND GPID ON PLOTS ***********00508900
GO TO (1,2,3), KPLOP 00509000
C***************** BACKGROUND OPTION 1 - HIGH DENSITY **************00509100
C************** VFPTICAL *************** 00509200
1 DO 2000 l = n,IXAXl,10 00509300
DO 1900 J=1,IYAX 00509400
A(J,I) = SYMC5) 00509500
1900 CONTINUE 00509600
2000 CONTINUE 00509700
C************** HORIZONTAL ************* 00509800
IYJ = IYAX1 - 5 00509900
DO 2200 J=1,IYJ,5 00510000
DO 2100 I=3,IXAX1,2 00510100
A(J,I) = SYM(5) 00510200
2100 CONTINUE 00510300
2200 CONTINUE 00510400
RETURN 00510500
C**************** BACKGROUND OPTION 2 - MEDIUM DENSITY *************00510600
C************** VERTICAL ************* 00510700
2 DO 2300 1=21,IXAX1,20 00510800
DO 2400 J=1,IYAX 00510900
A(J,I) = Syw(5) 00511000
2400 CONTINUE 00511100
2300 CONTINUE 00511200
C************** HORIZONTAL ************* 00511300,
IYJ = IYAX1 - 5 00511400
DO 2500 J=1,IYJ,10 00511500
DO 2600 1=3,IXAX1,2 00511600
A(J,I) = SYM(5) 00511700
2600 CONTINUE 00511800
2500 CONTINUE 00511900
RETURN 00512000
C**************** BACKGROUND OPTION 3 - LOW DENSITY ****************Q0512100
3 DO 2700 1 = 11 ,IXAX1,10 00512200
DO 2800 J=t,IYAX,5 00512300,
A(J,I) * SYM(5) 00512400
- 305 -
-------
2800 CONTINUE . 00512500
2700 CONTINUE 00512600
RETURN 00512700
FND 00512800
- 306 -
-------
i i i i r i ii r i
******»*»***<
i! 11 i i ii si
A.4 SALINITY - TEST CASE OUTPUT LISTING
>*«****;
SECTION 2.1
>*******'
SE1 PROGRAM CONTROL OPTIONS
i **»***»**>
r***********
DELAWARE ESTUARY (INCLUDING C4.D CANAL) HYDRAULIC MOULL ** (7b JUNCTIONS)
DtLAWAKL fLOW = 12300 CFS , SCHUYLK1LL = IbOO Ct'S FILE CN . tfAJY K. SV«02 . HI 2300
Dt'LAWAHt fiTUAHY 1-0 METWOKK. ThtNTON-LlSTON POINT. DhLAWAHf K hLOW = 12.JOOFCFS
SIMULATION PtRIOD : MAV 7 - MAY 22, 19bb
ENVIKONMENTAL PROTECTION AGENCY
DYNAMIC HATER QUALITY MODEL
THIS SIMULATION BEGINS AT 0.0 HOUHS
SUNRISE AND SUNSET OCCUR AT 6.00 AND 18.00 HOUHS.RESPECTIVELY
********
STAR! CYCLE
150
HYDRAULICS PROGRAM ********
STOP CYCLE TIME INTERVAL
300
\00.
SECONDS
STARTING CYCLE INITIAL OUAL1TX TOTAL OUALI1Y DEPLETION CORRECT TIME INTERVAL IN START OF START OF DURATION END OF
ON H*D EXT TAPE CYCLE CYCLES OPTION DUALITY PROGRAM FLOOD EBB OF FLOOD EBB
16«
72!>
O.bOO HOURS
18
11
17
- 307 -
-------
DELAWARE ES'lUAR*
1-D
MODEL NETWORK
/ PHILADELPHIA
DELAWARE
RIVER . .
! ASSUNPINK / TRENTON /
767 CR . .
75
74 CROSSWICKS
NESHAMINY 72-73 CR
CR 69-70-71
68
65 / i
! 66-67
63-647 J
PENNYPACK 62 ASSISCUNK
CR / CR
! 60-61
58-59 RANCOCAS
7 CR
SCHUYLKILL 56-57
-. RIVER 7557 PENNSAUKEN
' ! 52 ! CR
47 /
46 51
53
54 COOPER R
DARBY
. . CR
CHESTER / 40
.CHESTER i
/ CAMDEN /
45 49-50 BIG TIMBER
J /
44-48
CR
CR 39-41-43
36-3B--42/ I
/ 37 MANTUA
/-35-X CR
BRANDYwINE
RIVfc,R 33
•-. i 32/ i
34
7 WILMINGTON 7 30 7
. . ! 31
27-26 7
CHRISTINA-29-28 1-25
RIVER 1
24
i
23
OLDMANS
CR
RIVER MILES FOR MODEL NETWORK
NODE RM NODE RM NODE RM NODE RM NODE RM NODE RM
17
22
21 ! !
COURTHOUSE ! 20! 16
POINT 18 ! 19 15/ SALEM
MU 1-3-4-5-6-7-8-9-10--13 — 14/ RIVER
Ci.L> CANAL
12
1
2
3
4
5
6
7
8
9
10
11
12
13
94.0
84.8
93.0
92.0
91 .0
90.0
89.0
88.0
87.0
86.0
81 .9
78.9
76.0
14
15
16
17
18
19
20
21
22
23
24
25
26
86
87
88
89
74
75
73
72
70
68
65
63
95
.0
.0
.0
.0
.0
.0
.2
.0
.8
.3
.7
.5
.0
27
28
29
30
31
32
33
34
35
36
37
3«
39
96
97
98
99
61
58
56
53
53
51
50
49
48
.0
.0
.0
.0
.6
.7
.5
.8
.0
.6
.0
.0
.0
40
41
42
43
44
45
46
47
48
49
50
51
52
86.0
45.0
46.8
44.4
41 .5
87.0
88.0
89.0
39.2
36.7
90.0
34.4
32.2
53
54
55
56
57
58
59
60
61
62
63
64
65
31 .0
91 .0
29.8
28.0
92.0
26.0
24.3
22.3
93.0
20.6
18.8
17.0
90.0
66
67
68
69
70
71
72
73
74
75
76
15.2
14.0
13.1
11.2
8.9
6.5
4.8
94.0
3.2
1.8
0.5
11
L1STON
POINT
- 308 -
-------
r i r i ii ii ii t i ii § 1 E "i r 7 E j . , » . . - .
DATA IS TKANihUHMLD I-UK UUTl'UT AS KULLUWb
THANSfUHMAllUN 1 h ANSI-URMfciU ThANSf. FACTORS KOR OLD CUN.ST ITUtNTS
SEOULNCE OPERATION CONSTITUENTS CUNSTI CONST^ CONSTS CONSIM CONSTS
ADDITION 5 AND 0
- 309 -
-------
THt HOL1.0V.ING 8 JUNC110NS HAVt Tlht PLOTS
JUNCTION STARTING CYCLt tNUING CYCLE CYCLE JNTLRVAL COM CON2 CON3 CON4 CON5
(1=PL01 0 = NG PLCJT)
12 1 725 2b 10000
12 250 725 1 10000
20 1 725 25 10000
20 250 725 1 10000
25 1 725 25 10000
25 250 725 1 10000
J2 j 725 25 10000
J2 250 725 1 10000
- 310 -
-------
SECTION 2.2 UtHNf hATEK QUALITY CONSTITUENTS
*»»*****>
»»***********!
THIS RUN CONSIDERS 1 CONSTITUENTS
CONSTITULNT 1 IS CHLORIDES (MG/LJ
TAbLE IJt TRANShfH COEKKICItNTS AND FUNCTION OPERATORS *****
CNST(K) CO(1,K) CO(2.K) CO(3,K> CO(4,K) CO(5,K) FUNC1 KUNC2 KUNC3 tUNC4 FUNC5 KUNC6 FUNC7 F'UNCS FUNC9 KUNC10 FUNC11 FUNC12
1
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0
THE TEMPERATURE FROM CYCLE 1 THROUGH CYCLE 2400 IS 20.0 DEGREES C
- 311 -
-------
TAbU. Of DECAY KATES (AT 20. C)
SIMULATION PERIOD : MAY 7 - MAX 22, 19b8
CONSTITUENT 1 IS CHLORIDES (MG/L)
NODE
1
2
3
4
5
b
7
B
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
2b
27
2B
29
30
31
32
33
34
3b
36
37
38
39
40
41
42
******** PRIMARY DECAY RATES *******
I/DAY (BASE E)
COMS'll CONST2 CONST3 CONST4 CUNSTb
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0 .
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0. 0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DECAY I/DAY
CONSTO CONSTO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 312 -
-------
I j I 1 II
I i
43
44
45
46
47
4«
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
I 1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 j
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 j
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 ]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
r ">
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
"O.O*
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
"o.ff
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TEMPtRATURi CORKtCTIUN FACTORS . THtTA
0.0 1.000 1.000 1.000 1.000 1.000 1.000
- 313 -
-------
*
*****************
*
*****************
**************** 4************ *4
SECTION 2.3 SPt
»»****** *************** ********
»»*»*,»*»*»»***»*»***»»*»*****»*******************»***************,
CUY WASTEkiAltK AND TRIBUTARY LOADS
*,»*»*******»»*»», ********** ******************************* ********
SUMMARY OF POINT SOURCE INPUTS
****************
****************
SIMULATION PERIOD : MAY 7 - MAY 21. 196B
CONSTITUENT 1 IS CHLORIDtS (MG/L)
MUNICIPAL AND INDUSTRIAL hASTEWATEK AND TRIBUTARY INFLOW BY NODE
INPUT NAME OF
NODE DISCHARGE
17 SALEM
NODE TOTAL
29 CHR1STNA
NODE TOTAL
30 BRANDYWN
NODE TOTAL
34 MARCUSHK
NODE TOTAL
3«> CHESTER
NODE TOTAL
TYPE OF ******* FLOW ******* UNADJUSTED CUNC (MG/L) t ADJ. FACTORS ADJUSTED INPUT LOADS
DISCHARGE MGD CFS
i
TR1B -9.68!
! -15.
! -15.
TRIB -129.03
-200.
-200.
TRIB 1 -25B.06
! -400.
! -400.
TRIB ! -31.61!
! -49.
! -49.
TRIB -53.55!
! -B3.
1 -«3.
COMST1 CONST2 CONST3 CONST4 CONST5 CONST1 CONST2 CONST3
1 1 III
15.001 0.0 0.0 0.0 1 0.0 ! 1 1
00 1.00! 0.0 0.0 0.01 0.0 1.211 0.01 0.01
00 ! ! 1.21! 0.0 ! 0.0 !
! 15.00! 0.0 0.0 0.0 ! 0.0 ! 1 !
00! 1.00! 0.0 0.0 0.0 0.0 ! 16.15 0.0 ! 0.0 !
00! J J 16.15 0.0 ! 0.0 !
! 15.00! 0.0 ! 0.0 ! 0.0 ! 0.0 ! ! 1 !
00! 1.00! 0.0 ! 0.0 ! 0.0 ! 0.0 ! 32.31! 0.0 ! 0.0 !
00! ! ! ! ! ! 32.31! 0.0 ! 0.0 !
! 15.00! 0.0 0.0 0.0 0.0 ! ! J
00! 1.00! 0.0 0.0 0.0 0.0 ! 3.96! 0.0 ! 0.0
00! ! ! 3.96! 0.0 ! 0.0
15.00 0.0 0.0 0.0 ! 0.0 !
00 1.00 0.0 0.0 0.0 ! 0.0 6.70! 0.0 0.0
00 ! 6.70! 0.0 0.0
- 1000 LB/DAY !
CONST4 CONST5!
1
t
0.0 0.0 1
0.0 0.0 !
I |
0.0 ! 0.0 !
0.0 ! 0.0 !
t
0.0 0.0 !
0.0 0.0 !
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
- 314 -
-------
1
40
43
47
54
55
57
til
65
7J
II f I 11
UAHBV TRIB
NODt TOTAL
MANTUA TRIb
NOUt TOTAL
SCHULKIL TKIB
NOOK TOTAL
COOPt'H TRIB
NODt TOTAL
PHILA NE HUN
NOUt TOTAL
PtNSAUKN TRIB
NODt TOTAL
KANCOCAS TPIB
NODt TOTAL
NtSHAMNV TRIB
NODt TOTAL
CKOSlNlCh TRIB
NODt, TOTAL
f I { ) 1 j 1
! -38.71 !
! -60.00!
1 -fco.oo;
-15.48!
! -24.00
! -24.00
! -967.74! !
! ! -1500.00
! ! -1500.00!
! -20.65! !
! 1 -32.00!
! ! -32.00!
-164.52 !
-255.00!
-255.00!
! -9.03
! -14.00
! -14.00
-112.90! 1
1 -175.00!
! -175.00J
! -103.23 !
1 -IbO.OOl
i -160.00!
1 -41.29 !
! -64.001
! -64.001
i 1
15.001
1 .00!
i
15.00
1 .00
5.00!
1.001
i
i
15.001
1.00!
i
50.00!
1.001
t
i
15.00!
1 .001
1
15.001
1.00!
t
i
15.001
1.00!
i
15.00
1 .00
0.0 J
0.0 J
1
1
0.0 i
0.0 i
1
0.0 !
0.0 !
f
0.0 I
0.0 i
0.0 !
0.0 !
i
i
0.0
0.0
0.0 1
0.0 !
t
i
0.0 !
0.0 !
i
o.o
0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 J 0.0 !
0.0 ! 0.0 1
1 1
1 1
0.0 ! 0.0 !
0.0 1 0.0
t
o.o ; o.o !
0.0 1 0.0 1
1 t
0.0 1 0.0 !
0.0 1 0.0
1
0.0 ! 0.0
0.0 ! 0.0
t
0.0 ! 0.0 !
0.0 1 0.0 !
i t
i i
0.0 0.0
0.0 0.0
0.0 ! ~ ! !
0.0! 4.85 0.0! 0.0! 0.0
! 4.8b 0.0! 0.0! 0.0
0.0 1 ! !
0.0 1.94! 0.0 0.0 ! 0.0 !
1.94! 0.0 0.0! 0.0!
0.0 ! ! ! 1
0.0 40.391 0.0 ! 0.0 0.0 !
40.39! 0.0 1 0.0 0.0 !
0.0 !!! !
0.0 ! 2.58! 0.0 ! 0.0 0.0 !
! 2.58! 0.0 1 0.0 0.0 !
0.0 !!! !
0.0 ! 6B.66! 0.0 1 0.0 0.0 !
! 68.66! 0.0 ! 0.0 0.0 1
0.0 ! !
0.0 1.13 0.0 0.0 0.0!
1.13 0.0 0.0 0.0 J
0.0 ! !
0.0 ! 14.14! 0.0 0.0 0.0
! 14.14! 0.0 0.0 0.0
0.0 ! 1 ! 1 !
0.0! 12.92! 0.0! 0.0! 0.0!
i 12.92! 0.0 ! O.o ! 0.0 J
0.0 ! 1 1
0.0 ! 5.17 0.0 1 0.0 0.0 !
! b. 17 0.0 ! 0.0 0.0 !
i
0.0 !
0.0 !
0.0
0.0
0.0
0.0
1
0.0 !
0.0 !
0.0
0.0
0.0
0.0
1
0.0 1
0.0 !
0.0
0.0
1
0.0 !
0.0 !
- 315 -
-------
SUMMARY Ut DlSCHAKGt: LOADS BY ZONfc. AND TYPE
INPUT TYPE Of NUMbfcK Ot
ZUNb DISCHARGE DISCHAKGt.S
1 MUN 0
1 IND 0
1 TRIB 1
ZONt TOTAL 1
2 MUN 0
2 IND 0
2 TRIB 3
_ ZONE TOTAL 3
3 MUN 1
3 1NU 0
3 1'RIH 2
0 ZONE TOTAL 3
4 MUN 0
4 IND 0
4 TRIB 5
ZONE TOTAL 5
b MUN 0
b INI) 0
b THIH 3
ZONE TOTAL 3
ADJUSTED INPUT LUAUS
CONST1 CONS12 CONSl'3
Q.C
0.0
993. b3
993. b3
0.0
0.0
32.23
32.23
68.66
0.0
3.72
72.37
0.0
0.0
57. B3
b7.B3
0.0
0.0
49.68
49.68
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 1000 l,ti/l)AY 1 INPUT LOADS - PERCENT OK ZONt BY TYPE
CONST4 CONST5 ! CONSTl CONST2 CONST3 CONST4 CONSTb
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o : o.o i o.o ! o.o ; o.o i o.o
0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0
0.0 1 100.001 0.0 1 0.0 1 0.0 1 0.0
0.0 ! 82.41! 0.0 ! 0.0 ! 0.0 ! 0.0
0.0 ! 0.0 ! 0.0 ! 0.0 ! 0.0 ! 0.0
0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0
0.0 1 100.001 0.0 1 0.0 1 0.0 1 0.0
0.0 ! 2.67! 0.0 ! 0.0 J 0.0 ! 0.0
0.0 ! 94.87! 0.0 ! 0.0 ! 0.0 ! 0.0
0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0
0.0 1 5.131 0.0 1 0.0 1 0.0 1 0.0
0.0 ! 6.00! 0.0 ! 0.0 ! 0.0 ! 0.0
0.0 ! 0.0 ! 0.0 ! 0.0 ! 0.0 1 0.0
0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0
0.0 1 100.001 0.0 1 0.0 1 0.0 1 0.0
0.0 ! 4. BO! 0.0 1 0.0 1 0*0 1 0.0
0.0 ! 0.0 I 0.0 ! 0.0 i 0.0 1 0.0
0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0
0.0 1 100.001 0.0 1 0.0 1 0.0 1 0.0
0.0 ! 0.0 ! 4.12! 0.0 1 0.0 ! 0.0 1 0.0
GRAND TOTAL
120b.bb
0.0
0.0
0.0
0.0
- 316 -
-------
i * i
i j i J ft * f j
i t ; K ; •; ';
SECTION 2.4
SPECIFY WATER DUALITY BOUM-AKY CONDITIONS
SEAHARD BOUNDARY CONDITIONS
START
CYCLE
NODE 1 : COURTHOUSE PT , MARYLAND
' C1N1 ' PERIOD = 2400 CYCLES
DURATION CONST1 CONST2 CUNST3 CONST4 CONST5
(CYCLES) (MG/L) (MG/L) (MG/L) (MG/L) (MG/L)
2400
100.00
NODE 2 : LIbTUN PT , DELAWARE
' C1NMAX ' PERIOD = 700 CYCLES
START
CYCLE
1
51
101
151
201
251
301
351
401
451
501
551
601
651
DURATION
(CYCLES)
50
50
50
50
50
50
50
50
50
50
50
50
50
50
CONST1 . CONST2
(MG/L) (MG/L)
4500.00
4435.00
4370.00
4305.00
4240.00
4175.00
4110.00
4045.00
3980.00
3915.00
3850.00
3785.00
3720.00
3655.00
CONST3 CONST4 CONST5
(MG/L) (MG/L) (MG/L)
UPSTREAM BOUNDARY CONDITIONS
NODE 76 REC1EVES VARYING LOADS FROM DELAWARE (RIVR)
DISCHARGE PERIOD = 2400 CYCLES
START
CYCLE
DURATION
(CYCLES)
FLOW
(CtS)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONSTb
(MG/L)
- 317 -
-------
c
o
o
c
o
c
c
o
-------
0
44*4*1
4444444444'
SECTION 2.b
PRINT HYDRAULIC INPUTS
> 44444444444*44444 4*44*1
JUNCTION Hfc-AD AND HYD. RADIUS AND X-SE.CT10NAL AKEA Oh CHANNELS ARE AT I«EAN TIDE **
4444444444444444444444444444
CHAN. LENGTH WIDTH AREA
CHANNEL DATA 4**»4************t**4* 444444*
MANNING NET tLOV* HVD. RADIUS JUNC. Al ENDS
444*4*4*444444
JUNC. INKLOW
JUNCTION DATA 444*44*4*4***
HEAD CHANNELS ENTERING JUNCTION
1
i
i
4
5
6
7
8
9
10
1 1
12
1 i
14
15
16
17
IB
19
20
21
22
23
24
25
2b
27
28
29
30
31
32
33
34
35
3b
37
3b
39
40
41
42
43
44
45
46
47
7000.
1 1000.
11000.
11000.
11000.
11000.
11000.
15679.
14994.
14994.
14994.
11995.
19326.
7330.
b996.
8996.
8996.
13661.
899b.
13661 .
10662.
9663.
10996.
13994.
13661 .
11995.
11995.
9330.
9330.
9330.
9330.
9330.
11995.
11995.
11995.
1332B.
11995.
10662.
11995.
7330.
7330.
6331 .
11995.
8996.
6331.
11995.
11995.
2400.
850.
650.
600.
600.
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
5331 .
3800.
5600.
3400.
6000.
4900.
7600.
3900.
8996.
B274.
6942.
1000.
722.
389.
278.
389.
8163.
7441 .
6997.
5720.
4054.
3887.
4332.
2443.
2100.
2600.
4942.
300.
1944.
2388.
3499.
31045.
24482.
18651.
17100.
16927.
13781.
12403.
1 1070.
213604.
183788.
119734.
78422.
12067.
69388.
8681.
32966.
40684.
54035.
24208.
70618.
46240.
48337.
98843.
67147.
150471.
147321.
146240.
14403.
7556.
3621.
2307.
2265.
148744.
128791.
114879.
115411.
91310.
64203.
86368.
15901.
18660.
30224.
92943.
1826.
13576.
29024.
78280.
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.015
0.015
0.016
0.016
0.016
0.016
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
-1375.18
-1375.16
-1375.16
-1375.16
-1375.12
-1375.13
-1375.13
-1375.11
-13974.20
-13974.73
-17121 .66
-1375.08
3146.36
5546.13
- 17 . 1 fa
-16.63
-15.94
5430.77
8709.76
-29475.28
5430.77
8709.71
5430.89
-20765.43
-15334.46
-15334.30
-15334.14
-599.97
-199.96
-199.95
-199. 9t
-399.99
-14733.96
-14733.75
-14733.42
-14732.96
-15122.54
438.96
-15039.21
439.12
439.25
-515.96
-14083.41
-60.08
-455. 6H
-455.43
-14082.92
12.9
28.8
28.7
28.5
28.2
23.0
20.7
18.4
16.4
15.5
15.5
17.4
7.1
9.1
8.7
7.6
7.6
14.2
4.3
20.8
7.7
9.9
13.0
17.2
16.7
17.8
21.1
14.4
10.5
9.3
8.3
5.8
18.2
17.3
16.4
20.2
22.5
16.5
19.9
6.5
8.9
11 .6
18.8
6.1
7.0
12.2
22.4
1
3
4
5
6
7
8
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
25
26
27
28
26
25
31
32
33
34
34
36
35
37
38
38
39
39
41
42
3
4
5
6
7
8
9
10
11
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
26
27
28
29
30
31
32
33
34
3b
35
38
37
38
39
42
40
41
43
43
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-15
0
0
0
0
0
0
0
0
0
0
0
-200
-400
0
0
0
-49
0
-83
0
0
0
-60
0
0
-24
0
0
0
-1500
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
,0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0
-0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(j
0
0
0
0
0
0
0
0
.10
.00
.10
.11
.1 1
.12
.12
.13
.14
.15
.03
.08
.16
. 16
.24
.24
.24
.18
.21
.21
.27
.28
.30
.32
.33
.34
.34
.33
.32
.35
.36
.39
.43
.46
.46
.49
.51
.52
.53
.50
.57
.55
.58
.60
.61
.61
.62
1
9
1
2
3
4
5
6
7
8
9
10
11
13
15
16
17
18
19
20
21
23
25
26
27
28
29
30
31
32
33
34
35
36
38
37
40
39
42
44
45
43
46
48
49
50
51
0
0
2
3
4
5
6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
29
30
31
0
0
34
35
36
37
40
39
41
41
44
0
46
47
47
49
50
51
0
0
0
0
0
0
0
0
0
0
0
0
13
14
15
0
0
0
0
0
24
0
25
0
0
33
32
0
0
0
0
0
0
0
38
0
0
0
42
45
0
0
0
48
52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
IB
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 319 -
-------
48
49
bO
bl
52
53
54
55
5fa
57
58
59
60
61
62
63
64
65
66
67
6b
69
70
71
72
73
74
75
76
77
78
79
80
81
82
14994.
10662.
10b62.
10662.
11995.
11995.
8996.
11995.
10329.
6331.
8996.
11995.
7997.
9674.
9007.
9674.
9674.
9674.
9007.
9007.
9007.
9508.
6331.
9508.
11009.
7839.
7839.
9674.
10842.
12009.
9007.
6005.
750b.
8000.
BOOO.
3998.
750.
611.
555.
3887.
2832.
167.
2332.
2888.
1400.
300.
3165.
2499.
3195.
300.
2474.
2752.
2419.
600.
2863.
2391.
1890.
334.
1640.
1307.
862.
834.
1362.
1334.
1418.
1362.
334.
1473.
1168.
862.
90084.
9300.
10275.
7398.
86529.
66325.
2138.
65925.
76558.
19255.
212U.
74399.
308b5.
6620b.
3492.
5323b.
58812.
47744.
8372,.
49778.
44823.
39383.
4708.
38253.
31764.
14554.
14226.
32004.
32893.
29928.
23339.
395B.
22122.
17471.
10123.
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
-14513.54
-1500.23
-1500.12
-1500.02
-13012.20
-13011 .45
-0.07
-13010.68
-13010.01
-1667.30
-32.10
-11342.12
-1635.01
-12721.38
-14.05
-12706.62
-12705.92
-12705.12
-175.24
-12529.10
-12528.40
-12527.84
-160.10
-12367.12
-9796.20
-2570.35
-2570.20
-12365.86
-12365.42
-12364.96
-12364.51
-64.04
-12300.18
-12299.94
-12299.79
22.5
12.4
16.8
13.3
22.3
23.4
12.8
28.3
26.5
13.8
7.1
23.5
12.4
20.7
11.6
21.5
21.4
19.7
14.0
17.4
18.7
20.8
14.1
23.3
24.3
16.9
17.1
23.5
24.7
21.1
17.1
11 .8
15.0
15.0
11.7
43
44
45
4b
44
4b
49
49
51
52
53
52
53
55
56
56
58
59
60
60
62
63
64
64
66
66
67
68
69
70
71
72
72
74
75
44
45
46
47
48
49
50
51
52
53
54
55
55
56
57
58
59
60
61
62
63
64
65
66
68
67
68
69
70
71
72
73
74
75
76
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-12300.0
0.62
0.64
0.64
0.65
0.66
0.67
0.66
0.67
0.69
0.69
0.74
0.77
0.82
0.82
0.87
0.91
0.95
0.95
0.98
1.00
1.01
1.06
1.11
1.17
1.25
1.25
1.33
1.42
1.83
52
53
54
55
56
57
58
59
61
62
63
64
65
66
67
68
69
70
71
73
72
75
76
77
78
79
80
81
82
53
54
0
56
57
58
0
60
62
0
64
65
66
0
68
69
70
0
72
74
74
76
77
78
79
0
81
82
0
0
55
0
0
59
60
0
61
63
0
0
0
67
0
0
0
71
0
73
0
75
0
0
0
80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 320 -
-------
f ? I 1 I 1 f \ I ! f
i k
SECTION 2.6
SPECIFY INITIAL WATkH UUAL1TY CONDITIONS
I *********'
JUNC.
INFLOW
**»*»*»*********»*»**»»*»»**»* NAlfc'K QUALITY UATA **'
* FIHST CONSTITUENT * SECOND CONSTITUENT * THIRD CONSTITUENT * FOURTH CONSTITUENT * FIFTH CONSTITUENT *
INITIAL INJLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW
CONC. LOAD. CONC. LOAD. CONC. LOAD CONC . LOAD CONC. LOAD
1
i
3
4
5
b
7
B
9
10
11
12
13
14
15
16
17
18
iy
20
21
22
23
24
25
26
27
2b
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-200.0
-400.0
0.0
0.0
0.0
-49.0
0.0
-83.0
0.0
0.0
0.0
-60. 0
0.0
0.0
-24.0
100.00
4500.00
250.00
400.00
600.00
800.00
1000.00
1200.00
1350.00
1500.00
3600.00
2700.00
1650.00
1650.00
1400.00
1200.00
1000.00
1000.00
1200.00
1000.00
750.00
500.00
200.00
75.00
20.00
16.00
12.00
8.00
4.00
12.00
20.00
20.00
20.00
20.00
18.00
18.00
18.00
IB. 00
17.00
8.00
15.00
15.00
15.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
1.21
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
16.15
32.31
0.0
0.0
0.0
3.96
0.0
6.70
0.0
0.0
0.0
4.B5
0.0
0.0
1.94
- 321 -
-------
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
bO
ol
62
63
64
65
66
67
68
69
70
71
72
73
74
7b
76
0.0
0.0
0.0
-1500.0
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-12300.0
15.00
12.00
8.00
4.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0
0.0
0.0
40.39
0.0
0.0
0.0
0.0
0.0
0.0
2.58
68. 6b
0.0
1.13
0.0
0.0
0.0
14.14
0.0
0.0
0.0
12.92
0.0
0.0
0.0
0.0
o.o
0.0
o.o
5.17
o.o
0.0
993.53
- 322 -
-------
i ? f l
J i
i i i I I i i
StCTlUN 2. H StT AOVtX'TlVt AND DISPtRSlVt. TRANSPORT FACTORS
TRANSPORT tACTOKS
CHANNI.L
NUMBLR
1
2
3
4
5
6
7
a
9
10
11
12
13
14
15
16
17
IB
19
20
21
22
23
24
25
26
27
26
29
30
31
32
33
34
3b
36
37
38
39
40
41
42
43
44
VARYING ADVKCTIUN
FLOOD T1UF. KbB TlDfci
1 .00
1 .00
1 .00
1..00
1.00
1.00
1 .00
1.00
0.60
0.33
0.20
1 .00
0.20
0.20
0.50
O.bO
0.50
O.bO
O.bO
0.50
0.50
0.50
O.bO
O.bO
0.67
0.67
0.67
0.67
0.67
0-.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.33
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.10
0.0
0.0
0..0
0.2b
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
DIFFUSION FACTUH
C4 (A:SOMI/
20.00
30.00
40.00
bO.OO
60.00
70.00
80.00
90.00
100.00
bO.OO
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1.00
1.00
1 .00
1 .00
1.00
1 .00
1.00
1.00
1 .00
1 .00
1.14
4.59
7.79
10.30
12.05
13.63
15.01
16.02
10.39
5.36
1 .48
0.20
0.41
0.22
1.05
0.21
0.08
0.96
0.18
1.79
0.57
0.14
0.38
1 .67
0.10
0.10
0.11
0.02
0.02
0.03
0.02
0.01
0.09
0.09
0.09
0.10
0.12
0.02
0.11
0.03
0.03
0.03
0.09
0.02
- 323 -
-------
45
4b
47
48
49
50
51
52
53
54
55
56
57
58
59
bO
bl
b2
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
O.b7
0.67
O.fa7
O.fa7
O.b7
0.67
O.faV
O.b7
O.b7
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
O.fa7
O.b7
0.67
O.fa7
O.fa7
0.67
0.33
0.33
0.33
0.33
0.33
0.3J
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.3J
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1.00
1 .00
1.00
1 .00
1.00
1 .00
1 .00
1.00
1 .00
1 .00
1.00
1 .00
1.00
1.00
1.00
1.00
1 .00
1.00
1 .00
1.00
1.00
1.00
1.00
1.00
1.00
1 .00
1.00
1.00
1 .00
1.00
0.03
0.02
0. 12
0.11
0.02
0.02
0.01
0.10
0.12
0.01
0.14
0.11
0.04
0.01
0.07
0.02
0.08
0.01
0.09
0.08
0.08
0.01
0.06
0.06
0.07
0.01
0.07
0.06
0.03
0.02
0.07
0.06
0.05
0.04
0.00
0.03
0.03
0.05
- 324 -
-------
t ; f I I i t i I
SECTION 3.0 SIMULAlh kATtk fUALllY CONDITIONS (MAIN QUALITY LOOP)
0
- 325 -
-------
HIGH SLACK
CONCtNTHATICJN tACTOHS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
3b
_ 38
42
43
44
4d
_ 49
HEAD
(KT)
1.5904
1.8332
1.4798
1.8773
2.1308
1 .8707
2.0879
2.2690
2.4412
2.5919
2.1836
2.3743
2.5730
2.7310
2.8812
2.4827
2.6701
2.8997
3.0623
3.2537
1ST. CONST1T.
(MGL)
CYCLE 25
4500.00
3970.21
CYCLt. 2b
2997.81
1533.38
1220.11
CYCLE 27
586.60
308.86
138.28
53.84
26.23
CYCLE 28
21.12
20.45
19.68
18.94
17.56
CYCLE 29
16.30
15.16
14.89
14.93
14.97
CYCLE. 30
2ND. CONS'lll
(MGL)
0 DAYS.
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0 DAYS.
0.0
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0.0
0.0
0 DAYS,
3RD. COMMIT.
(MGL)
12.50 HUUKS
0.0
0.0
13.00 HOUKS
0.0
0.0
0.0
13.50 HOUHS
0.0
0.0
0.0
0.0
0.0
14.00 HOUHS
0.0
0.0
0.0
0.0
0.0
14.50 HOUHS
0.0
0.0
0.0
0.0
0.0
15.00 HOURS
4TH. CONST1T.
(MGL)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5TH. CONSTJT.
(MGL)
4500.00
3970.21
2997.81
1533.38
1220.11
586.60
308.86
138.28
53.84
26.23
21.12
20.45
19.68
18.94
17.56
16.30
15. 16
14.89
14.93
14.97
- 326 -
-------
I I t I I i i i
i i
bl
b2
bb
b6
58
59
_ 60
62
63
64
6b
68
69
70
71
_ 72
74
75
>6
2.9634
3 . 1209
3.2597
3.4087
3.5823
3.7265
3.8808
J.6755
3.8396
4.0206
4.1814
4.3264
4.4736
4.6071
4.V326
4.8225
4.5155
4.6057
4.8075
15.05
15.07
15.32
15.28
15. 18
15.09
15.06
CYCLfc, 31
15.05
15.03
15.03
15.04
15.04
15.05
15. Ob
15.05
14.99
CKCLt 32
14.97
15. Ob
15.11
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0 DA*S,
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15.50 HOURS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
16.00 HOUHS
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15.05
15.07
15.32
15.28
15.18
15.09
15.06
15.05
15.03
15.03
15.04
15.04
15.05
15.06
15.05
14.99
14.97
15.06
15.11
-------
LOK SLACK
JUNCTION
NUMBER
2
_ 11
12
1 3
_ 20
22
23
24
0 25
31
32
33
_ 34
36
3B
42
_ 43
44
48
49
HtAD
(KT)
-O.B909
-1.1J08
-0.6047
-1 .0628
-1 .4318
-1.0813
-1.3909
-1 .6609
-1.9023
-1.2072
-1.4bl8
-1.7692
-2.0092
-1.2997
-1.6101
-1 .8314
-2.0335
-1 -50«9
-1 .7b9b
-2.0078
1ST. CONSTIT.
(MGL)
CYCLE 39
1040.43
997.39
CYCLE 40
546.97
317.77
55.43
CYCLt 41
20.27
5.51
21 .46
20.41
CYCLt 42
19.04
17.15
16.11
14.71
CYCLt 43
14.29
14.71
14.70
14.68
CYCLE 44
14.73
15.19
15.17
2ND. CONSTIT
(MGL)
0 DAYS,
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0 DAYS.
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
0.0
0 DAYS,
0.0
0.0
0.0
3HD. CONSTIT.
(MGL)
19.50 HOUHS
0.0
0.0
20.00 HUUHS
0.0
0.0
0.0
20.50 HGUKS
0.0
0.0
0.0
0.0
21.00 HUUKS
0.0
0.0
0.0
0.0
21.50 HOUKS
0.0
0.0
0.0
0.0
22.00 HOUHS
0.0
0.0
0.0
4TH. CONSTIT.
(MGL)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
5TH. CONSTIT.
(MGL)
1040.43
997.39
546.97
317.77
55.43
20.27
5.51
21.46
20.41
19.04
17.15
16.11
14.71
14.29
14.71
14.70
14.68
14.73
15.19
15.17
- 328 -
-------
E I t
_ bl
52
bb
b6
_ 58
59
60
62
63
_ 64
66
68
69
70
_ 71
72
- 74
/6
1 « ; 1 I
-2.1H20
-I.b7b2
-1.7859
-1 .9779
-2.1206
-1.3772
-1 .6b67
-1.8413
-1.9496
-2.0046
-1 .4930
-1.6978
-1.8442
-1 .9299
-1 .9332
-1.5776
-1 .6279
-0.2466
i i
lb
CYCLE
lb
lb
14
15
CYCLE
14
14
14
14
15
CYCLE
14
14
15
14
14
CYCLE
14
14
CYCLE
14
i >
.32
45
.22
.12
.89
.03
46
.93
.92
.95
.99
.02
47
.97
.9b
.00
.99
.97
48
.90
.94
49
.86
i i 1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
i
.0
DAKS,
.0
.0
.0
.0
OAYS,
.0
.0
.0
.0
.0
DAYS,
.0
.0
.0
.0
.0
DAYS,
.0
.0
DAYS,
.0
f *j f
0
22.50 HGUKb
0
0
0
0
23.00 IIUUKS
0
0
0
0
0
23.50 HUUKS
0
0
0
0
0
24.00 HUURS
0
0
0.50 HOURS
0
-, ,- ""i
I \ t
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
4 *
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
<- •»
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
-
15
15
lb
14
15
14
14
14
14
15
14
14
15
14
14
14
14
14
•*• m
.32
.22
.12
.89
.03
.93
.92
.95
.99
.02
.97
.98
,00
.99
.97
.90
.94
.86
-------
HIGH SLACK PKbDICTJONS
JUNCTION
NUMBtR
2
_ 11
12
13
_ '20
22
23
24
25
_ 31
32
33
34
3b
0 38
42
43
44
48
_ 49
HLAl)
U'l )
1 .5904
1 .8332
1 .4798
1.8773
2.1308
1 .8707
2.0b79
2.2690
2.4412
2.5919
2.1836
2.3743
2.5730
2.7310
2.8812
2. 4827
2.6701
2.8997
3.0623
3.2537
1ST. CUNSTIT.
(MGL)
CYCLb. 700
3655.00
3255.72
CKCLb. 701
*
2333.86
1432.58
1103.03
CYCLL 702
582.71
338.41
170.26
70.17
27.34
CYCLL 703
15.71
13.87
14.07
14.26
14.30
CYCLt, 704
14.29
14.24
14.41
14.72
15.07
CYCLfc, 705
2ND. CONST!!.
(MGL)
14 DAYS, 14
0.0
0.0
14 DAYS, 14
0.0
0.0
0.0
14 DAYS, 15,
0.0
0.0
0.0
0.0
0.0
14 DAYS, 15.
0.0
0.0
0.0
0.0
0.0
14 DAYS, 16.
0.0
0.0
0.0
0.0
0.0
14 DAYS, 16.
- 330 -
3RD. CUNS11T.
(MGL)
.00 HUUHS
0.0
0.0
.50 HOUHS
0.0
0.0
0.0
.00 HOURS
0.0
0.0
0.0
0.0
0.0
50 HOURS
0.0
0.0
0.0
0.0
0.0
00 HOURS
0.0
0.0
0.0
o.o
0.0
50 HUUHS
4TH. COUST1T.
(MGL)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
bTH. CONSTIT.
(MGL)
3655.00
3255.72
2333. Bfa
1432.58
1 103.03
582.71
338.41
170.26
70.17
27.34
15.71
13.87
14.07
14.26
14.30
14.29
14.24
14.41
14.72
15.07
-------
I I I I I i I i t
bl
b2
bb
b6
58
59
_ 60
62
63
64
66
6B
69
70
71
_ 72
J4
7b
76
2
J
J
3
3
3
j
3
J
4
4
4
4
4
4
4
4
4
4
.9634
.1209
.2b97
.40B7
.b823
.7265
.8808
,67b5
.8396
.0206
.It/14
.3264
.4736
.6071
.7326
.8225
,blb5
.60b7
.H075
Ib
Ib
Ib
Ib
Ib
14
14
CYCLt
14
14
14
14
14
14
14
14
14
CYCLt;
14
Ib
Ib
.36
.43
.bb
.33
.Ob
.88
.83
706
.8b
,8b
.88
.90
.92
.93
.9b
.9b
.96
707
.99
.Ob
.11
o.o
0.0
0.0
0.0
0.0
0.0
0.0
14 DAYS,
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14 DAYS,
0.0
0.0
0.0
0
0
0
0
0
0
0
17.00 HOUHS
0
0
0
0
0
0
0
0
0
17. bO HOUH6
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
Ib
15
Ib
Ib
Ib
14
14
14
14
14
14
14
14
14
14
14
14
15
Ib
.36
.43
.bb
.33
.Ob
.88
.83
.8b
.8b
.88
.90
.92
.93
.95
.9b
.96
.99
.05
.11
-------
LOW SLACK PKED1CT1UNS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
11
23
24
_ 25
31
32
33
0 34
36
3b
42
_ 43
44
48
49
HEAD
(FT)
-0.8909
-1.1308
-O.b047
-1.0628
-1 .4318
-1.0813
-1.3909
-1 .6609
-1.9023
-1.2072
-1.4818
-1.7692
-2.0092
-1.2997
-1 .6101
-1.8314
-2.0335
-1 .5089
-1.7596
-2.0078
***************
1ST. CONSTIT.
(hGL)
CYCLE 714
9U2.52
867.55
CYCLE 715
502.08
316.17
81.88
CYCLE 716
27.86
1.84
12.00
13.92
CYCLE 717
14.33
14.16
14.39
14.13
CYCLE 718
14.27
14.34
14.52
14.65
CYCLE 719
14.87
15.61
15.35
*********** CONCENTRATION (• ACTOKS
2NU. CONS11T. 3HL). CONSTIT. 4TH.
(MGL) tMGL)
14 DAYS, 21.00 HtiUKS
0.0
0.0
14 DAYS, 21
0.0
0.0
0.0
14 DAYS, 22
0.0
0.0
0.0
0.0
14 DAYS, 22
O.U
0.0
0.0
0.0
14 DAYS, 23
0.0
0.0
0.0
0.0
14 DAYS, 23
0.0
0.0
0.0
- 332 -
0.0
0.0
.50 HOUKS
0.0
0.0
0.0
.00 HOURS
0.0
0.0
0.0
0.0
.50 HOUKS
0.0
0.0
0.0
0.0
.00 HOURS
0.0
0.0
o.o
0.0
.50 HOUKS
0.0
0.0
0.0
***********
CONSTIT.
(MCI,)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
************* tt
5TH. CONSTIT.
(MGL)
902.52
867.55
502.08
316.17
81 .88
27.86
1.84
12.00
13.92
14.33
14. 16
14.39
14.13
14.27
14.34
14.52
14.65
14.87
15.61
15.35
-------
I J i ! I I I
I i I i I
I i i
_ bl
52
55
56
_ 58
59
60
62
63
0 64
66
68
69
70
_ 71
72
_ 74
76
-2.1820
-1.5/52
-1 .7859
-1.9779
-2.1206
-1.3772
-1 .6567
-1.8413
-1 .9496
-2.0046
-1 .4930
-1 .6978
-1.8442
-1 .9299
-1 .9332
-1.5776
-1.6279
-0.2466
Ib
CYCLE
15
14
14
14
CYCLE
14
14
14
14
14
CYCLE
14
14
14
14
14
CYCLE
14
14
CYCLE
14
.33
720
.04
.89
.66
.82
721
.74
.77
.82
.87
.90
722
.bb
.88
.92
.94
.96
723
.91
.93
724
.86
0
15
0
0
0
0
15
0
0
0
0
0
15
0
0
0
0
0
15
0
0
15
0
.0
DAYS,
.0
.0
.0
.0
DAYS,
.0
.0
.0
.0
.0
DAYS,
.0
.0
.0
.0
.0
DAYS,
.0
.0
DAYS,
.0
0
24.00 HOURS
()
0
0
0
0.50 HOURS
0
0
0
0
0
1.00 HOURS
0
0
0
0
0
1.50 HOOKS
0
0
2.00 HOURS
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
Ib
15
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
.33
.04
.H9
.66
.82
.74
. 77
.82
.87
.90
.86
.88
.92
.94
.96
.91
.93
.86
RESTART UECK TAPE WAS LAST ^KITTEN AI-TtR CYCLE 725
HYDRAULIC CYCLE ON EXTRACT TAPh FOR RESTARTING = 168
NTAG = 4
THE TOTAL MASS (TONS) tOR EACH CONSTITUENT AT CYCLE 725 IS AS FOLLOWS
12059194425344000.00
-------
TMfc TU1AL MASS (TUNS) Dt-HUTLU KOK KACH CUNSTlTUt.NT Ai. dh CYCU 12^ IS AS
0.0
- 334 -
-------
I I I i i i I
k I
WATfH OUAMTK
STARTS AT CYCl.K 700 ( 14 DAYS 14.0 HbUHb)
KNDS AT CYCLt
• »*»****»*»***'
725 ( 15 DAYS
2.b HOURS)
JUNC
CONSTITUENT 1
MlN MAX AVb
CUNST1TULNT 2
MlN MAX AVt
CUNSTlTUtNT 3
MlN MAX AVL
CONSTM'UtNT 4
MAX AVt
CONSTITUfNT b
MlN MAX AVE
1
2
3
4
5
fa
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
2b
27
2b
29
30
Jl
32
33
34
3b
3b
37
3d
39
40
41
42
43
44
45
4b
47
48
100,00 100.00 100.00
902.524500.002466.01
135.23 397. Ib 240. b6
195.35 585.52 3fa8.75
268.60 754.08 497.05
3bb.45 878.61 618.79
473.96 975.21 734.32
585. 531030.63 836.07
708.381056.70 916.33
880.101089.80 979.90
867 .553951 .002163. 10
502.082671 .771345.72
310.911515.73 799.88
514.25 675.13 b06.91
529.58 562.82 553.33
552.55 5b3.S9 559.82
560.29 571.55 566.65
288.73 997.59 602.81
589. b7 76b.39 678.14
81 .881103.03 545.79
166.41 615.07 410.75
27.66 582.71 268.94
1.65 338.41 130.02
8.34 170.26 59.50
10.85 70.17 26.80
1.35 10.84 5.72
10.17 lb.00 12.53
12.25 13.05 12.72
13.50 13.96 13.72
lb.13 22.47 18.55
12.70 27.34 16.47
13.01 15.71 14.00
13.73 14.56 14.17
14.07 14.34 14.21
14.15 14.38 14.30
14.21 14.32 14.27
1 3.98 14.36 14.21
14.21 14.38 14.29
14.07 14.39 14.27
13.69 14.11 13.97
14.14 14.34 14.24
14.22 14. b4 14.34
14.23 14. bb 14.40
14. 3b 14.91 14.63
3.36 8.86 b.48
4.47 4.89 4.64
5.07 b.19 5.12
14.72 15. bb 15.21
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
o.o
0.0
o.o
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
O.U
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
O.U
O.U
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
o.o
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
100.00 100.00 100.00
902. 524500. 002466. 01
135.23 397.15 240.66
195.35 58b.52 368.75
268.60 754.08 497.05
365.45 878.61 618.79
473.96 975.21 734.32
585.531030.63 836.07
708.381056.70 916.33
880.101089.80 979.90
867.553951.002163.10
502.082671 .771 345.72
310.911515.73 799. B8
514.25 675.13 606.91
529.58 562.82 553.33
552.55 563.59 559.82
560.29 571.55 566.65
288.73 997.59 602.81
589.57 766.39 678.14
81.881103.03 545.79
166.41 615.07 410.75
27. bb 582.71 268.94
1.65 338.41 130.02
8.34 170.26 59.50
10.85 70.17 26.80
1 .35 10.84 5.72
10.17 16.00 12.53
12.25 13.05 12.72
13.50 1 3.96 13.72
16.13 22.47 18.55
12.70 27.34 16.47
13.01 15.71 14.00
13.73 14.56 14.17
14.07 14.34 14.21
14.15 14.38 14.30
14.21 14.32 14.27
13.98 14.36 14.21
14.21 14.38 14.29
14.07 14.39 14.27
13.69 14.11 13.97
14.14 14.34 14.24
14.22 14.54 14.34
14.23 14.65 14.40
14.36 14.91 14.63
3.36 8.86 6.48
4.47 4.89 4.64
5.07 5.19 b.12
14.7'2 lb.66 15.21
-------
49
50
51
52
53
54
bS
56
57
58
59
60
61
62
63
64
6b
66
67
68
69
70
71
72
73
74
7b
76
15.07
15.07
15.28
15.04
14.94
14.10
14.89
14.65
14.23
14.76
14.74
14.77
14.58
14.78
14.80
14.83
14.69
14.85
14.82
14.87
14. 8«
14.89
14.89
14.88
14.60
14.85
14.80
14.86
15.46
15.30
15.49
15.49
15.43
14.66
15.56
15.33
14.50
15.05
14.88
14.86
14.74
14.89
14.91
14.92
14.87
14.94
14.93
14.95
14.96
14.97
14.98
15.00
14.81
15.03
15.08
15.11
15.3
-------
I I i
t ? i i «
4 I I
STATISTICAL ANALYSIS 01 CUN5TI TlltNT 1 CONCENTK ATI (JNS FKOM CYCLE 700 TO CYCLfc 725
JUMC
MEAN
ST DEV SKLViNESS KUHTOS1S
»*»*»*»»»**»»***»*»»»»** CUMULATIVE PHUBABILITIES
00 10 20 JO 40 50 bO
70
80
90
100
2
11
12
13
20
22
23
24
25
31
32
24bb.02
2163.10
1345.72
799.88
545.79
268.94
130.02
59.50
2b.bO
lb.47
14.00
1042.92
1011.28
718.20
408.70
372.23
202.21
124.14
58.49
20.14
4.4b
0.68
0.
0.
0.
0.
0.
0.
0.
0.
1 .
1.
0.
Ifa
22
39
39
23
29
47
.05
.32
.29
.28
.46
.44
.35
74 -l.Ub
04 -0.47
42 0.62
95 0.78
902.52
867.55
502.08
310.91
81.88
27. fab
1.65
8.34
10.85
12.70
13.01
977.981242. 2 7155b.bl 1883.65 2 2 10. 692b77
8 90. 931007. 091237. 271566.071 871. 522J86
507.07 598.14 679.77 898.411032.861366
316.17 355.23 407.82 541.91 623.98 814
86.70 128.24 205.03 311.48 425.07 572
27.86 51.11 72.03 133.40 174.55 279
1.84 4.02 10.26 39.03 62.86 131
9.01 9.80 11.31 13.15 20.68 42
11.13 11.78 12.59 13.51 13.89 14
13.15 13.44 13.77 14. lb 14.29 14
13.06 13.31 13.54 13.75 13.94 14
.993143.
.372818.
.661807 .
.751020.
.70 777.
.94 403.
.48 189.
.41 75.
.93 28.
.38 15.
.07 14.
603255.
843143.
742058.
511205.
31 914.
50 482.
71 248.
79 105.
69 41.
29 19.
17 14.
723655
603257
692308
481384
171052
82 546
16 299
74 137
39 55
29 24
19 14
.004172.95
.753817.60
.512470.94
.731432.58
.21 1 101 .02
.22 580.94
.76 332.22
.21 161.93
.69 66.87
.03 27.03
.64 15.63
- 337 -
-------
tND UK QUALITY HUN. 72b CYCLt-S.
- 338 -
-------
I i I 1 I
) I I f I I \ i I I i f I I j t i k
UtLAlwARt tSTUARY CtNlt.R CHANNtL
HIGH hAlhK SLACK FLU I1 t HUM CYCbb ilb TO CfCLb 32
bOOO.Oi + * + + + + + + < + -tt + t-t4++ + «-» + 44-t + + 4 + + 4 + -f4 + ->-t + -» + -f-* + + + + + + + +
t *
I t f * t +
4000.0- *t + + t*»t + + + + + + + t + »tt + + t + + + + + + + + * + + t + t + + + * + f + + + + + +- +
1 i « + •> +
! + + •» + +
1 * + + + +
1 + + + + +
! + + •» + +
I t + + * +
I t + + + -I-
! + + + *•<•
1 + + + + +
3000.0- f + + t + + -f + tt + + + f + + -t-» + -f + + + + + + + + -* + + t + + + + t + +»+ + t + + + t + + + +
C I + + + + +
U I t t -f + +
N I + + -f X+ +
SI t f + + +
T I t + + + +
II + + + + +
T 1 + + + 0+ t
U 1 t t + + +
LI f + + + *
N 2000.0- + + + + + t + tt + + -» + + + + + + + i + + + + + + + + + + + + + + t-»t + + + + + i + + + + + t +
T 1 + t t •»• +
1 + + t + +
11 t * t + +
I + + + + +
I t + » * + +
I + + -t f +
I + t + + +
1 f + + 0 + +•
1 + + + + +
1000.0- + -» + + + + + tt* + + + + + + + + + + -» + -» + t + + + + + + + + + t +X+ + + + + + + + + *• + + + +
! + •» + + •»•
1 t + + + +
1 t + + + +
I + + + * + +
I + + + t +
1 + + + 0 + t
1 + i + X* + +
1 + + + + +
I t + + 0* * + t
0.01**»-*-*-»I*"*-*-*-»l**-*-*-*-»-*-*--*-*J-*-»--*-*l-»-*--*-(Jl-*X 1 1 1 ---1
0.0 10.0 20.0 30.0 40.0 bO.O bO.O 70.0 80.0 90.0 100.0
MILtS BELOW ThtNTON
- 339 -
-------
UELAWAHE ES1UAKY CENThK CHANNEL
LOU wATEK SLACK PL01 EHOM CYCLE 2b TO CYCLE 49
bOOO.Ol + + + + + + + + + + + 444444444 + 44444 + + + + 4 + + 4 + + + + + + + + + + + + + + + +
I t 4 + 4 +
144444
I44 + + +
14444 4
I 4 4 4 4 * 4
I + + 4 4 4
1 f i 4 t 4
i i + 4 4 4
1*4444
4000.0- 444444+4444444+4444444444444+44444444444*444444444
14444 +
1 + 4 4 + +
I 4 4 4 4 +
1 + 44 + +
1 + + + + +
1 4 4 + + +
1 4 + + + +
I t 4 + + +
1 * 4 4 4 +
-iOOO.O- + + 44444 + + 4 + 4444 + + + +4444 + + + + + + + 4 + + + + + + + + * + + 44 + 4 + + + + +
C 1 4 4 4 4.4
01 + + 4 + +
N I + + 4 + +
Si + 4 4 + +
T 1 + 4 4 + +
II t + + + +
T I + 4 4 4 4
U I + + + + +
El + 4 4 4 4
N 2000.0- 44++++++++++++++++++++++++++++++++++444+++++++++++
T I + + + + +
1 + 4 + + +
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- 340 -
-------
J I f I I s i *
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- 341 -
-------
Dfc.LAt.AKt LSTUAhK Ct.N'J fc.K CHANNEL
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- 342 -
-------
I l I i I I I j t i i i i I i i I | T
DtLAWAKt tMUAKY CtM'tK CHANNtL - OUAMTY 5UMMAKY
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- 343 -
-------
DLLAWAHt tS'iUARY CtNTtK CHANNtL - fUAl.I'IY SUMMAKY
SUMMARY STARTS AT CYCLt 700 14 DAYS 14.0 HOURS
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MlLtS BKLUW TKLNTON
-------
f I I
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TIMt HLOTS FOR NOOK 12 AT AN INTERVAL
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CYCLES
- 345 -
-------
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- 346 -
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4
4
4
4
4
400.0 4HO.O 560.0
CXCLtS
2S CYCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
640.0 720.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
800.
- 349 -
-------
c
u
N
S
T
1
T
U
E
N
T
1
5000. OJ +
1
I
1
I
1
I
I
1
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4000.0- 4
1
1
1
1
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1
1
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1
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1
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1
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1
1
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«*
O.OI**1
250.0
4
4
4
4
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4
4
4
*
4
4
+
4
4
4
4
4
4
4
*
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
** ** ** *«
>*t***»»****»»*»»*»*l
300.0 350.0
TIMt PLOTS FOP NODE
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
** »* t* ** *» »*
(I*****************************
400.0 450.0 500.0
25 AT AH
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
** »»
**********
550.0
INTERVAL OF 1 CYCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
tt ** ** ** ** **
*****************************<
600.0 650.0 700.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
>**-• I
750.0
CYCLES
- 350 -
-------
fill
I i
i J I
c
0
N
S
T
I
T
U
t
N
T
1
I
I
1
I
I
I
1
I
I
1
1
I
1
I
I
I
I
1
I
I
1
1
I
1
1
1
1
I
I
I
I
I
I
I
I
I
0.0*--*-
0.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
•f
•f
+
4
4
4
+
4
4
4
4
+
t
+
•f
+
+
+
+
+
80.0 160.0
TIME PLOTS FOR NODt
•f
+
+
+
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
240.0 320.0 400.0
32 AT ftN INTERVAL UF
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4HO.O 560.0
?5 CXCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
640.0 720.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
...-.-1
800.0
CKCLt.S
- 351 -
-------
TIME PLOTS fOR NODE 32 AT AN INTERVAL OF 1 CYCLES
5000.01 44444444444444444444444444444444444444444444444444
I
I
I
I
1
I
I
I
I
4000.0-
I
1
I
I
I
I
I
I
I
3000.0-
C I
0 1
N 1
S 1
T I
I I
T I
U I
E I
N 2000.0-
T 1
1
1 I
1
I
1
I
1
I
1000.0-
1
I
1
I
I
I
I
I
I
o.o***«**»**t********«*******»***»*»»**»****»**»*************'***'*********************************----]
250.0 300.0 350.0 400.0 450.0 500.0 550.0 600.0 650.0 700.0 750.0
CYCLES
4
+
4
+
4
•f
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
-------
i j i j i j i j i i i j I
A.4 DYE - TEST CASE OUTPUT LISTING #1
»**********»*************»***********<
SECTION 2.1 SET PROGRAM CONTROL OPTIONS
*************************
DELAWARE ESTUAR1 (INCLUDING CfcD CANAL) HYDRAULIC MODEL »* (76 JUNCTION'S) ENVIRONMENTAL PROTECTION AGENCY
DELAWARE FLOW = 3900 CFS ** SCHUYLK1LL FLOW = 750 CFS TAPE tP5231,F!Lt 6 DYNAMIC WATER QUALITY MODEL
DELAWARE ESTUARY 1-D NETWORK, DYE STUDY PERIOD 1. DELAWARE R fLOW = 3900 CFS
SIMULATION PERIOD : JULY 22-31 . 1974
THIS SIMULATION BEGINS AT 12.00 HOURS
SUNRISE AND SUNSET OCCUR AT 6.00 AND 18.00 HOURS,RESPECTIVELY
******** fpoM HYDRAULICS PROGRAM ********
START CYCLE STOP CYCLE 11 ME INTERVAL
150 300 300. SECONDS
STARTING CYCLE. INITIAL DUALITY TOTAL QUALITY DEPLETION CORRt'CT TIME INTERVAL IN START OF START OF DURATION END OF
ON HYD EXT TAPE CYCLE CYCLES OPTION QUALITY PROGRAM FLOOD EBB OF FLOOD EBB
156 1 448 2 0.500 HOURS 18 4 11 17
- 353 -
-------
DELAWARE
R I VER
! ASSUNPINK /
T f. / r- u
NESHAMINY
DELAWARE ESTUARY CR 69-70-
68
1-D 65 / !
! 66-67
MODEL NETWORK 63-64/ !
PENNYPACK 62 ASSISCUNK
CR / CR
! 60-61
58-59 RANCOCAS
/ CR
SCHUYLMLL 56-57
/ PHILADELPHIA /
75
74
72-
71
TRENTON /
CROSSWICKS
73 CR
nivnn / 3 o / ftNMoftUlvr. n
I 52 ! CR
A 1 / C 1
At, c 1 c A r*r\ni
DARBY
/ CHESTER / 40
nm o
^*j -j i -J "i v. uur c.r* r»
1 1
/ CAMDEN /
! / CR
A A A n
• .l,nc,ajc.n i «*m«-«*o
CR 39-41-43
36-38--42X J
/ 37 MANTUA
/-35-/ CR
BRANDYWINE 34
COURTHOUSE.
POINT
MD 1-
RIVER 33
/ WILMINGTON / 30 / OLDMANS
27-26 /
CHRISTINA-29-28 !-25
RIVER !
24
1
23
/
22 17
21 ! !
! 20! 16
18 ! 19 15/ SALEM
3-4-5-6-7-8-9-10 — 13--14/ RIVER
! /
RIVER
NODE
1
2
3
4
5
6
7
8
9
10
1 1
12
13
RM
94.0
84.8
93.0
92.0
91 .0
90.0
89.0
88.0
87.0
86.0
81 .9
78.9
76.0
NODE
14
15
16
17
18
19
20
21
22
23
24
25
26
RM
86.0
87.0
88.0
89.0
74.0
75.0
73.2
72.0
70.8
68.3
65.7
63.5
95.0
MILES FOR
NODE
27
28
29
30
31
32
33
34
35
36
37
38
39
RM
96.0
97.0
98.0
99.0
61 .6
58.7
56.5
53.8
53.0
51.6
50.0
49.0
48.0
MODEL NETWORK
NODE
40
41
42
43
44
45
46
47
48
49
50
51
52
RM
86.0
45.0
46.8
44.4
41.5
87.0
88.0
89.0
39.2
36.7
90.0
34.4
32.2
NODE
53
54
55
56
57
58
59
60
61
62
63
64
65
RM
31.0
91.0
29.8
28.0
92.0
26.0
24.3
22.3
93.0
20.6
18.8
17.0
90.0
NODE
66
67
68
69
70
71
72
73
74
75
76
RM
15.2
14.0
13.1
11.2
8.9
6.5
4.8
94.0
3.2
1.8
0.5
CS.U CANAL
12
11
I
2
LISTON
POINT
- 354 -
-------
f 3 I 1 I ! I I I f I f f } I i i j I
THE FOLLOhING 4 JUNCTIONS HAVE TIME PLOTS
JUNCTION STARTING CYCLE ENDING CYCLE CYCLE INTERVAL CON1 CON2 CONS CON4 CONS
(1=PLOT 0=NO PLOT)
60 7 447 25 10000
60 7 447 1 10000
55 7 447 25 10000
55 7 447 1 10000
- 355 -
-------
SECTION 2.2
****************************************
***********
DEHNE WATER QUALITY CONSTITUENTS
THIS PUN CONSIDERS 1 CONSTITUENTS
CONSTITUENT 1 IS DYE (UG/L)
***** TABLE OF TRANSFER COEFFICIENTS AND FUNCTION OPERATORS *****
CNST(K) CO(l.K) CIH2.K) CO(3,K) CO(4,K) CO(b,K) FUNC1 fUNC2 fUNC3 FUNC4 FUNC5 FUNC6 FUNC7 FUNC8 FUNC9 FUNC10 FUNC11 FUNC12
1
-1.00 0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0 0.0
THE TEMPERATURE FROM CVCLt 1 THROUGH CYCLE. 2400 IS 20.0 DEGREES C
- 356 -
-------
f ! I ! I I I 1 I 1 I 1 I !
I I f !
TABLE OF DECAY HATES (AT 20. C)
SIMULATION PERIOD : JULY 22 - 31 . 1974
CONSTITUENT 1 IS DYE (UG/L)
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
********
CONST1
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
PRIMARY DECAY RATES *******
I/DAY (BASE E)
CONST2 CONST3 CONST4 CONST5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DECAY I/DAY
CONSTO CONSTO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 357 -
-------
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0^
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TEMPERATURE CORRECTION FACTORS , THETA
1.000 1.000 1.000 1.000 1.000 1.000 1.000
- 358 -
-------
} t J I J f I f I f i
TABLE OF DECAY HATES (AT 20. C)
SIMULATION PERIOD : JULY 22-31 , 1974
CONSTITUENT 1 IS DYE (UG/L)
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
21
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
**•*»****
CONST1
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
PRIMARY DECAY RATES *******
I/DAY (BASE. E)
CONST2 CONST3 CONST4 CONSTb
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DECAY I/DAY
CONSTO CONST!}
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 359 -
-------
43
44
45
46
41
46
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Q.O
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Q.O
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TEMPERATURE CORRECTION FACTORS , THKTA
1.000 1.000 1.000 1.000 1.000 1.000 1.000
- 360 -
-------
f 1 I I I I I I i I it i i j i
SECTION 2.3 SPECIFY MSTEWATER AND TRIBUTARY LOADS
SUMMARY OF POINT SOURCE INPUTS
SIMULATION PERIOD : JULY 22-31 , 1974
CONSTITUENT 1 IS DYE (UG/L)
MUNICIPAL AND INDUSTRIAL WASTEWATER AND TRIBUTARY INFLOW BY NODE
INPUT NAME Ot TYPE OF ! *»**»»* FLOW **»****! UNADJUSTED CONC (MG/L) t ADJ. FACTORS ! ADJUSTED INPUT LOADS - 1000 LB/DAY !
NODE DISCHARGE DISCHARGE J MGD CFS ! CONST! CONST2 CONST3 CONST4 CONST5! CONST1 CONST2 CONST3 CONST4 COHST5!
i .... i . ; j . j j i i ; j
- 361 -
-------
***** VARYING WASTE LOADINGS *****
NODE 55 LOCATED IN ZONE 3 RECEIVES TYPE 1 LOADS FROM PHILA NE (MUN )
DISCHARGE PERIOD = 2400 CYCLES
START
CYCLE
1
197
DURATION
(CYCLES)
196
2204
FLOW
(OS)
-254.97
-254.97
CONST1
(MG/L)
24.60
0.0
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
- 362 -
-------
1 I
I ! I 1 I i I
I f J
SECTION 2.4
SPECIFY WATER OUALITY BOUNDARY CONDITIONS
****t**************************
***************
SEAWARD BOUNDARY CONDITIONS
START
CYCLE
NODE i : COURTHOUSE PT , MARYLAND
• C1N1 ' PERIOD = 2400 CYCLES
DURATION
(CYCLES)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.0
START
CYCLE
DURATION
(CYCLES)
NODE 2 :
' CINMAX
CONST1
(MG/L)
LISTON PT . DELAWARE
' PERIOD = 2400 CYCLES
CONST2
(MG/L)
CDNST3
(MG/L)
CONST4
(MG/L)
CDNST5
(MG/L)
2400
0.0
UPSTREAM BOUNDARY CONDITIONS
NODE 76 RECIEVES VARYING LOADS FROM DELAWARE (R1VR)
DISCHARGE PERIOD = 2400 CYCLES
START
CYCLE
DURATION
(CYCLFS)
FLOW
(CFS)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400 -3900.00
0.0
- 363 -
-------
*«*********»**»************<
SECTION 2.5
PHINT HYDRAULIC INPUTS
*************************************************************
JUNCTION HEAD AND HYD. RADIOS AND X-SECTIONAL AREA OK CHANNELS ARE AT MEAN TIDE **
**************************************
****************************
CHAN. LENGTH WIDTH AREA
CHANNEL DATA I****************************
MANNING NET BLOW HYD. RADIUS JUNC. AT ENDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
36
39
40
41
42
43
44
45
46
47
7000.
11000.
11000.
11000.
11000.
11000.
uooo.
15679.
14994.
14994.
14994.
11995.
19326.
7330.
8996.
8996.
8996.
13661.
8996.
13661.
10662.
9663.
10996.
13994.
13661.
11995.
11995.
9330.
9330.
9330.
9330.
9330.
11995.
11995.
11995.
13328.
11995.
10662.
11995.
7330.
7330.
6331.
11995.
8996.
6331.
11995.
11995.
2400.
850.
650.
600.
600.
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
5331.
3800.
5600.
3400.
6000.
4900.
7600.
3900.
8996.
8274.
6942.
1000.
722.
389.
278.
389.
8163.
744i.
6997.
5720.
4054.
3887.
4332.
2443.
2100.
2600.
4942.
300.
1944.
2388.
3499.
31041.
24478.
18646.
17093.
16916.
13766.
12381.
11035.
212732.
182978.
119189.
78096.
11946.
68837.
8615.
32701.
40358.
53752.
23791.
70365.
45761.
47962.
98206.
66834.
149701.
146591.
145614.
14312.
7491.
3587.
2283.
2231.
147978.
12B049.
114127.
114753.
90810.
63741.
85787.
15593.
18372.
29857.
92225.
1783.
13284.
28643.
77735.
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.015
0.015
0.016
0.016
0.016
0.016
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
1912.26
1912.25
1912.22
1912.22
1912.22
1912.21
1912.16
1912.13
-8267.95
-8268.04
-11744.06
1912.04
3474.65
5B70.88
-16.88
-16.56
-15. BO
8258.80
9362.25
-23963.29
8258.62
9361.95
8258.32
-14601.62
-6343.82
-6344.27
-6344.72
-780.15
-262.20
-262.20
-262.14
-517.97
-5565.14
-5565.73
-5566.24
-5566.64
-7000.09
1482.16
-6917.19
1482.06
1482.03
590.30
-6025.57
-59.98
650.27
650.27
-6025.63
12.9
28.8
28.7
28.5
28.2
22.9
20.6
18.4
16.4
15. b
15.5
17.4
7.0
9.1
8.6
7.5
7.6
14.1
4.2
20.7
7.6
9.8
12.9
17.1
16.6
17.7
21.0
14.3
10.4
9.2
8.2
5.7
18.1
17.2
16.3
20.1
22.4
16.4
19.8
6.4
8.7
11.5
18.7
5.9
6.8
12.0
22.2
1
3
4
5
6
7
8
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
25
26
27
28
26
25
31
32
33
34
34
36
35
37
38
38
39
39
41
42
3
4
5
6
7
8
9
10
11
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
26
27
28
29
30
31
32
33
34
36
35
38
37
38
39
42
40
41
43
43
************** JUNCTION DATA *************
JUNC. INFLOW HEAD CHANNELS ENTERING JUNCTION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-15
0
0
0
0
0
0
0
0
0
0
0
-262
-518
0
0
0
-49
0
-83
0
0
0
-60
0
0
-24
0
0
0
-750
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0.
-0.
0.
0.
0.
0.
0.
0.
0.
0.
-0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
10
07
10
10
10
10
10
10
10
08
04
01
08
09
18
18
18
10
13
13
19
20
22
23
24
25
25
24
24
27
26
29
32
34
34
36
38
38
39
36
41
40
42
43
43
43
43
1
9
1
2
3
4
5
6
7
8
9
10
11
13
1!>
16
17
18
19
20
21
23
25
26
27
28
29
30
31
32
33
34
35
36
38
37
40
39
42
44
45
43
46
48
49
50
51
0
0
2
3
4
5
6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
29
30
31
0
0
34
35
36
37
40
39
41
41
44
0
46
47
47
49
50
51
0
0
0
0
0
0
0
0
0
0
0
0
13
14
15
0
0
0
0
0
24
0
25
0
0
33
32
0
0
0
0
0
0
0
38
0
0
0
42
45
0
0
0
48
52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 364 -
-------
i i I I i i i
f i i
i i
i' J i
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
BO
81
82
14994.
10662.
10662.
10662.
11995.
11995.
899b.
11995.
10329.
6331.
8996.
11995.
7997.
9674.
9007.
9674.
9674.
9674.
9007.
9007.
9007.
9508.
6331.
9508.
11009.
7839.
7839.
9674.
10842.
12009.
9007.
6005.
7506.
8000.
8000.
3998.
750.
611.
555.
3887.
2832.
167.
2332.
2888.
1400.
300.
3165.
2499.
3195.
300.
2474.
2752.
2419.
600.
2863.
2391.
1890.
334.
1640.
1307.
862.
834.
1362.
1334.
1418.
1362.
334.
1473.
1168.
862.
89416.
9167.
10164.
7296.
85840.
65795.
2106.
65464.
75966.
18961.
2065.
73732.
30353.
65511.
3425.
52646.
58074.
47015.
8180.
48809.
43929.
38607.
4564.
37523.
31145.
14151.
13825.
31311.
32159.
29084.
22449.
3729.
21073.
16562.
9275.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.040
.040
.040
.040
.040
.040
.040
.040
.040
.040
-5351
-751
-751
-750
-4599
-4599
0
-4599
-4600
-311
-31
-4289
-279
-4314
-13
-4301
-4302
-4303
-174
-4129
-4129
-4129
-159
-3970
-3144
-826
-826
-3972
-3972
-3971
-3969
-64
-3903
-3901
-3900
.27
.47
.10
.42
.58
.59
.05
.84
.16
.13
.88
.50
.42
.67
.93
.65
.45
.24
.75
.09
.36
.66'
.78
.52
.93
.42
.70
.45
.60
.66
.69
.25
.59
.94
.78
22
12
16
13
22
23
12
28
26
13
6
23
12
20
11
21
21
19
13
17
18
20
13
22
23
16
16
23
24
20
16
11
14
14
10
.4
.2
.6
.1
.1
.2
.6
.1
.3
.5
.9
.3
.1
.5
.4
.3
.1
.4
.6
.0
.4
.4
.7
.9
.8
.4
.6
.0
.1
.5
.5
.2
.3
.2
.8
43
44
45
46
44
48
49
49
51
52
53
52
53
55
56
56
5«
59
60
60
62
63
64
64
66
66
67
68
69
70
71
72
72
74
75
44
45
46
47
48
49
50
51
52
53
54
55
55
56
57
58
59
60
61
62
63
64
65
66
68
67
68
69
70
71
72
73
74
75
76
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-3900.0
0.44
0.45
0.44
0.45
0.45
0.46
0.45
0.46
0.47
0.47
0.48
0.49
0.50
0.50
0.51
0.52
0.52
0.52
0.52
0.52
0.53
0.53
0.54
0.55
0.57
0.57
0.59
0.61
0.68
52
53
54
55
56
57
58
59
61
62
63
64
65
66
67
68
69
70
71
73
72
75
76
77
78
79
80
81
82
53
54
0
56
57
58
0
60
62
0
64
65
66
0
68
69
70
0
72
74
74
76
77
78
79
0
81
82
0
0
55
0
0
59
60
0
61
63
0
0
0
67
0
0
0
71
0
73
0
75
0
0
0
80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 365 -
-------
SECTION 2.6
>*»*****<
SPECIFY INITIAL WATtR OUAL1TY CONDITIONS
!***+»**»»»
********************************************** WA1ER QUALITY DATA I**********************************************
* FIRST CONSTITUENT * SECOND CONSTITUENT * THIRD CONSTITUENT * FOURTH CONSTITUENT * FIFTH CONSTITUENT *
INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW
JUNC. INFLOW CONC. LOAD. CONC. LOAD. CONC. LOAD CONC. LOAD CONC. LOAD
1
2
3
4
5
b
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 366 -
-------
f ! I } i f I i f 1 I i i' i i i i
44
45
46
47
46
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 367 -
-------
************** I**************************
»***********************4
SECTION 2.8 SET ADVECTIVt AND DISPERSIVE TRANSPORT FACTORS
*
***************************************************************************************************,*,I,
TRANSPORT FACTORS
CHANNEL
NUMBER
1
2
3
4
5
6
7
B
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
VARYING t
FLOOD TIDE
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.60
0.33
0.20
1.00
0.20
0.20
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
IDVECTION
: EBB TIDE
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.33
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.10
0.0
0.0
0.0
0.2b
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
D1FFUSIOI
C4 i
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
100.00
100.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
75.00
50.00
50.00
50.00
50. 00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
10.00
10.00
10.00
10.00
10.00
1 .00
1.00
1.00
1.00
1.00
1 FACTOR
(AISOMI/
1.14
4.60
7.79
10.30
12.04
13.62
15.00
16.05
10.38
10.72
14.75
1.02
2.02
1.11
5.25
1.04
0.40
4.76
0.90
13.43
2.81
0.67
1.89
8.31
2.45
2.51
2.82
0.58
0.55
0.69
0.52
0.17
2.19
2.27
0.91
1.03
1.19
0.20
1.08
0.03
0.03
0.03
0.09
0.02
- 368 -
-------
oooooooooooooooooooooooooooooooooooooo
ocoooooooooooooooooooooooooooooooooooo
WWWWWWWWWWWWWWWWWWWWWUJWWWWWWWWWWWWWWWW
WwwwWLJwwwWwUJWwUJwwwwWWUJW U'U/WWWU*UJWWUJU>UJ WWW
oooooooooooooooooooooooooooooooooooooo
oooooooooooooooooooooooooooooooooooooo
oooooooooooooooooooooooooooooooooooooo
OOOOOOOOOOO1OOOOOOOOOOOOOOO'-*N-O^-OOOO'-'— OO
-------
SECTION 3.0 SIMULATE WATER QUALITY CONDITIONS (MAIN QUALITY LOOP)
************************************************************************
RESTART DECK TAPE WAS LAST WRITTEN AFTEK CYCLE 1
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 1 IS AS FOLLOWS
2647833856.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 1 IS AS fOLLOWS
0.0
- 370 -
-------
\ i i
JUNCTION
NUMBER
2
- 11
12
13
_ 20
22
23
24
25
31
32
33
34
36
_ 38
42
43
44
48
_ 49
f i
HEAD
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3846
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
I i I i 1 1 1 i 1 } i i k i i i i s i 1 _
HIGH SLACK PREDICTIONS
*t *«****«****«***»•**«**** CONCtNTRATIUN I ACTORS **************************
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONST1T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 2 0 DAYS, 13.00 HOUHS
0.0
0.0
CYCLE 3 0 DAYS, 13.50 HOURS
0.0
0.0
0.0
CYCLE' 4 0 DAYS, 14.00 HOURS
0.0
0.0
0.0
0.0
0.0
CYCLE 5 0 DAYS, 14.50 HOURS
0.0
0.0
0.0
0.0
0.0
CYCLE 6 0 DAYS, 15.00 HOURS
0.0
0.0
0.0
0.0
0.0
CYCLE 7 0 DAYS, 15.50 HOURS
- 371 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.7830
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.0
0.0
0.07
0.03
0.01
0.00
0.00
CYCLE 8 0 DAKS, 16.00 HOURS
0.00
0.00
0.00
0.0
0.0
0.0
0.0
0.0
0.0
CYCLE 9 0 DAYS, 16.50 HOURS
0.0
0.0
0.0
- 372 -
-------
I 1 I ! I I I I I ! I 1 f
I 1
LOh SLACK PREDICTIONS
JUNCTION
NUMBER
2
11
12
13
20
22
23
24
_ 25
31
32
33
_ 34
36
38
42
_ 43
44
48
49
1 HEAD
(FT)
-0.9948
-1.2324
-0.7077
-1.1636
-1.5315
-1.1918
-1.4982
-1.7643
-2.0021
-1.3300
-1.6016
-1.8874
-2.1279
-1.4431
-1.7553
-1.9793
-2.1874
-1.6826
-1.9328
-2.1890
************************** CONCENTRATION FACTORS ******»******»******.******
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONSTIT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 41 1 DAYS, 8.50 HOURS
0.0
0.0
CYCLE 42 1 DAYS, 9.00 HOURS
0.0
0.00
0.00
CYCLE 43 1 DAYS, 9.50 HOURS
0.00
0.00
0.00
0.00
CYCLE 44 1 DAYS, 10.00 HOURS
0.00
0.00
0.00
0.00
CYCLE 45 1 DAYS, 10.50 HOURS
0.00
0.00
0.00
0.00
CYCLE 46 1 DAYS, 11.00 HOURS
0.01
0.05
0.12
- 373 -
-------
_ 51
52
55
56
58
59
60
62
63
_ 64
66
68
69
70
_ 71
72
74
-2.3727
-1.7790
-1.9878
-2.1860
-2.3583
-1.6635
-1.9439
-2.1452
-2.3037
-2.4175
-1.9120
-2.1128
-2.3080
-2.4657
-2.5639
-2.1895
-2.3128
0.20
CYCLE 47 1 DAYS, 11.50 HOURS
0.24
0.17
0.00
0.02
CYCLE 48 1 DAYS, 12.00 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 49 1 DAYS, 12.50 HOURS
0.00
0.00
0.00
0.00
0.0
CYCLE 50 1 DAYS, 13.00 HOURS
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 51
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 51 IS AS FOLLOWS
133641076736.00
THE T01AL MASS (TUNS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLK 51 IS AS FOLLOWS
- 374 -
-------
ii ii I] ri ii 11 ri 11 11 i - - -
842013.13
CiCLK 51 1 DAYS, 13.bO HOURS
76 -1.3293 0.0
- 375 -
-------
HIGH SLACK PREDICTIONS
JUNCTION
NUMBtH
2
11
12
13
20
22
23
24
25
_ 31
32
33
34
36
_ 39
42
43
44
48
_ 49
HEAD
(FT)
1.5517
1.7950
1.4352
1.8328
2.084R
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONSTIT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 52 1 DAIS, 14.00 HOURS
0.0
0.0
CYCLE 53 1 DAYS, 14.50 HOURS
0.0
0.0
0.0
CYCLE 54 1 DAYS, 15.00 HOURS
0.00
0.00
0.0
0.00
0.00
CiCLE 55 1 DAYS, 15.50 HOURS
0.00
0.0
0.00
0.0
0.0
CYCLE 56 1 DAYS, 16.00 HOURS
0.0
0.00
0.00
0.00
0.0
CYCLE 57 1 DAYS, 16.50 HOURS
- 376 -
-------
ii ri ri ri 11 11 11 11 i
51
52
55
56
58
59
60
62
63
64
66
68
69
70
71
72
74
75
76
2.7830
2.9303
3.0561
3.1878
3.3299
3.4421
3.5501
3.3475
3.502?
3.6733
3.8241
3.9573
4.083?
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.02
0.03
0.25
0.28
0.22
0.10
0.04
CYCLE 58 1 DAYS, 17.00 HOURS
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 59 1 DAYS, 17.50 HOURS
0.00
0.0
0.0
- 377 -
-------
LOW SLACK PREDICTIONS
JUNCTION
NUMBER
HEAD
(FT)
1S1. CONST1T.
(MGL)
CYCLE 91
***» CONCENTRATION I ACTORS ***************«***«**,»***
2ND. CDNST1T. 3RD. CONST1T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL)
2 DAYS, 9.50 HOURS
2 -0.9948 0.00
_ 11 -1.2324 0.00
CYCLE 92 2 DAYS, 10.00 HOURS
12 -0.7077 0.00
13 -1.1636 0.00
_ 20 -1.5315 0.00
CYCLE 93 2 DAYS, 10.50 HOURS
22 -1.1918 0.00
23 -1.4982 0.00
24 -1.7643 0.00
_ 25 -2.0021 0.00
CYCLE 94 2 DAYS, 11.00 HOURS
31 -1.3300 0.00
32 -1.6016 0.00
33 -1.8874 0.00
_ 34 -2.1279 0.00
CYCLE 95 2 DAYS, 11.50 HOURS
36 -1.4431 0.00
38 -1.7553 0.00
42 -1.9793 0.01
43 -2.1874 0.01
CYCLE 96 2 DAYS, 12.00 HOURS
44 -1.6826 0.04
48 -1.9328 0.14
49 -2.1890 0.28
- 378 -
-------
fi II II II Ii II II II I i 1 J
_ 51
52
55
56
_ 58
59
60
62
63
_ 64
66
68
69
70
_ 71
72
74
-2
-1
-1
-2
-2
-1
-1
-2
-2
-2
-1
-2
-2
-2
-2
-2
-2
.3727
.7790
.9878
.1860
.3583
.66J5
.9439
.1452
.3037
.4175
.9120
.1128
.3080
.4657
.5639
.1895
.3128
0.40
CYCLE 97 2 DAYS, 12.50 HOURS
0.41
0.26
0.00
0.03
CYCLE 98 2 DAYS, 13.00 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 99 2 DAYS. 13.50 HOURS
0.0
0.00
0.00
0.00
0.00
CYCLE 100 2 DAYS, 14.00 HOURS
0.00
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTEH CYCLi 101
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = It2
NTAG = 3
THE TOTAL MASS (TONS) tOK EACH CONSTITUENT AT CYCLt 101 IS AS FOLLOWS
261930418176.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Uf CYCLE 101 IS AS FOLLOWS
- 379 -
-------
2538348.00
CYCLE 101 2 DAYS, 14.SO HUUPS
76 -1.3293 0.0
- 380 -
-------
I 1 II I 1 II II
t i II
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
_ 38
42
43
44
48
_ 49
HEAR
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONST1T. 2ND. CONST1T. 3RD. CONST1T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 102 2 DAKS, 15.00 HOURS
0.0
0.0
CYCLE 103 2 DAYS, 15.50 HOURS
0.0
0.0
0.00
CYCLE 104 2 DAYS, 16.00 HOURS
0.0
0.00
0.00
0.00
0.0
CYCLE 105 2 DAYS, 16.50 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 106 2 DAYS, 17.00 HOURS
0.0
0.00
0.00
0.0
0.00
CYCLE 107 2 DAYS, 17.50 HOURS
- 381 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.7830
2.9303
3.0569
3.1678
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966 v "
0.09
0.15
0.43
0.47
0.34
0.16
0.06
CYCLE 108 2 DAYS, 18.00 HOURS
0.02
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 109 2 DAYS, 18..50 HOURS
0.0
0.0
0.0
- 383 -
-------
i I 1 I i i I i I I
i i i
LOW SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
31
32
33
_ 34
36
38
42
_ 43
44
48
49
HEAD
(FT)
-0.9948
-1.2324
-0.7077
-1 .1636
-1.5315
-1.1918
-1.4982
-1.7643
-2.0021
-1.3300
-1.6016
-1.8874
-2.1279
-1.4431
-1.7553
-1 .9793
-2.1874
-1.6826
-1.9328
-2.1890
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONST1T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) CMGL) (MGL) (MGL) (MOD
CYCLE 141 3 DAYS, 10.50 HOURS
0.00
0.00
CYCLE 142 3 DAYS, 11.00 HOURS
0.00
0.00
0.00
CYCLE 143 3 DAYS, 11.50 HOURS
0.00
0.00
0.00
0.00
CYCLE 144 3 DAYS, 12.00 HOURS
0.00
0.00
0.00
0.00
CYCLE 145 3 DAYS, 12.50 HOURS
0.00
0.01
0.02
0.04
CYCLt 146 3 DAYS, 13.00 HOURS
0.10
0.27
0.44
- 383 -
-------
_ 51
52
55
56
_ 58
59
60
62
63
_ 64
66
68
69
70
_ 71
72
74
-2.3727
-1.7790
-1.9878
-2.1860
-2.3583
-1.6635
-1.9439
-2.1452
-2.3037
-2.4175
-1.9120
-2.1128
-2.3080
-2.4657
-2.5639
-2.1895
-2.3128
0.55
CYCLE 147 3 DAYS, 13.50 HOURS
0.52
0.32
0.01
0.04
CYCLE 148 3 DAYS, 14.00 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 149 3 DAYS, 14.50 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 150 3 DAYS, 15.00 HOURS
0.00
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 151
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 151 IS AS FOLLOWS
387561947136.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Of CYCLt. 151 IS AS FOLLOWS
- 384 -
-------
f 1 f 1 f 1 f 1 I I I I I I I i i i i I
4011791.00
5i^'r^
Ve -Ji.'^3 °oW
48 *,"d3tV O'Ol
«>! 5'SBBJ C'O
$3 S°.?PP^ "*0
43 3 ' 3 8 P 5 i, " (i
CAC:'" 7-.H- J DVIP* IH'OO hdflhS
38 -V.id.iQ 0 ' 0
IP 'i'f'l?'!! G •<••!>
1< 'S ' ? 0 1 f 0*00
31 3'in?^ O'OO
33 ^"IIP5 O'iju
C*CPE ic2 3 (:,'/;•' !.i'JO HdflKr
31 3'?3f 8 O'O
5 ? 3 ' 3 8 •) 8 0 ' 0 0
S
-------
HIGH SLACK PPiDICTlONS
JUNCTION
NUMBER
2
. 11
12
13
- 20
22
2)
24
25
. 31
32
33
34
36
- 38
42
43
44
48
49
HEAD
crn
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CON5TIT. 2ND. CON5TIT. 3RD. CONST1T. ' 4TH. CONSTIT. 5TH. CON5T1T.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 152 3 DAYS, 16.00 HOURS
0.0
0.0
CYCLE 153 3 DAYS, 16.50 HOURS
0.00
0.0
0.00
CYCLE: 154 3 DAYS, n.oo HOURS
0.00
0.0
0.00
0.00
0.0
CYCLE 155 3 DAYS, 17.50 HOURS
0.00
0.00
0.00
0.00
0.0
CYCLE 156 3 DAYS, 18.00 HUUKS
0.0
0.0
0.0
0.01
0.04
CYCLE 157
3 DAYS, IB.50 HUUKS
- 386 -
-------
I i I i II If
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
72
74
75
76
2.7830
2.9303
3.0569
3.1879
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.244]
4.2966
0.18
0.28
0.58
0.61
0.44
0.20
0.07
CYCLE 158 3 DAYS. 19.00 HOURS
0.02
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 159 3 DAYS, 19.50 HOURS
0.00
0.0
0.0
- 387 -
-------
LOW SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
_ 25
31
32
33
_ 34
36
38
42
_ 43
44
48
49
HtAD
(FT)
-0.9948
-1.2324
-0.7077
-1.1636
-1.5315
-1.1918
-1.4982
-1.7643
-2.0021
-1.3300
-1.6016
-1.8874
-2.1279
-1.4431
-1.7553
-1.9793
-2.1874
-1.6826
-1.9328
-2.1890
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONSTIT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (HGL) (HGL)
CYCLE 191 4 DAYS, 11.50 HOURS
0.00
0.00
CYCLE. 193 4 DAYS, 12.00 HOURS
0.00
0.00
0.00
CYCLE 193 4 DAYS. 12.50 HOURS
0.00
0.00
0.00
0.00
CYCLE 194 4 DAYS, 13.00 HOURS
0.00
0.00
0.00
0.00
CYCLE 195 4 DAYS, 13.50 HOURS
0.01
0.02
0.05
0.09
CYCLE. 196 4 DAYS, 14.00 HOURS
0.18
0.40
0.58
- 388 -
-------
II I ! f 1
fill
I l I j i
51
52
55
56
_ 58
59
60
62
63
_ 64
66
68
69
70
71
72
74
-2.3727
-1.7790
-1.9878
-2.1860
-2.3583
-1.6635
-1.9439
-2.1452
-2.3037
-2.4175
-1.9120
-2.1128
-2.3080
-2.4657
-2.5639
-2.1895
-2.3128
0.67
CYCLE 197 4 DAKS, 14.50 HOURS
0.59
0.34
0.02
0.04
CYCLE 198 4 DAYS, 15.00 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 199 4 DAYS, 15.50 HOURS
0.00
0.00
0.00
0.00
0.00
CYCLE 200 4 DAYS, 16.00 HOURS
0.00
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 201
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 201 IS AS FOLLOWS
497364500480.00
THE TOTAL MASS (TONS) DEPLETED tOf EACH CONSTITUENT AS OF CYCl.l 201 IS AS FOLLOfcS
- 389 -
-------
6019154.00
CYCLE 201 4 DAYS, 16.50 HOURS
76 -1.3293 0.0
- 390 -
-------
I 1 i i
i i i
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
HEAD
(FT)
t*«*4* )*«*•****»«*«**»**** CONCENTHATION FACTORS **************************
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONST1T. 4TH. CQNSTIT. 5TH. CONSTIT.
(MGL) CMGL) (MGli) (MGL) (MGL)
CYCLE 202 4 DAYS, 17.00 HOURS
2 1.5517 0.00
_ 11 1.7950 0.00
CYCLE 203 4 DAYS, 17.50 HOURS
12 1.4352 0.00
13 1.832H 0.0
_ 20 2.0848 0.00
CYCLE." 204 4 DAYS, 18.00 HOURS
22 1.8192 0.00
23 2.0352 0.0
24 2.2147 0.00
25 2.3848 0.00
_ 31 2.5318 0.0
CYC1.F 205 4 DAYS, 18.50 HOURS
32 2.1162 0.00
33 2.3055 0.00
34 2.5016 0.00
36 2.6541 0.0
38 2.7970 0.0
CYCLE" 206 " 4 DAYS, 19.00 HOURS
42 2.3863 0.0
43 2.5665 0.0
44 2.7859 0.01
48 2.9355 0.05
_ 49 3.1071 0.11
CYCLE 207 4 DAYS, 19.50 HOURS
- 391 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.78JO
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.28
0.44
0.63
0.65
0.45
0.21
0.08
CYCLt 208 4 DAYS, 20.00 HOURS
0.03
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLF. 209 4 DAYS. 20.50 HOURS
0.00
0.0
0.0
- 392 -
-------
I 1 I
I ! I ! I J
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
31
32
33
34
36
_ 38
42
43
44
48
_ 49
HEAD
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1 .8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONS1IT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (HG1.) (MGL) (HGL)
CYCLE 227 5 DAYS, 5.50 HOURS
0.0
0.00
CYCLE 228 5 DAYS, 6.00 HOURS
0.00
0.0
0.00
CYCLE 229 5 DAYS, 6.50 HOURS
0.00
0.0
0.00
0.00
0.0
CYCLE 230 5 DAYS, 7.00 HOURS
0.00
0.00
0.00
0.0
0.0
CYCLE 231 5 DAYS. 7.50 HOURS
0.0
0.0
0.02
0.07
0.16
CYCLE 232 5 DAYS, 8.00 HOUKS
- 393 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.7830
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.95.73
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2466
0.32
0.48
0.59
0.54
0.37
0.17
0.07
CYCLE 233 5 DAYS, 8.50 HOURS
0.02
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 234 5 DAYS, 9.00 HOURS
0.00
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLt 251
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS ITONS) FOR EACH CONSTITUENT AT CYCLt. 251 IS AS FOLLOWS
487079215104.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUIN1 AS OF CYCLt 251 IS AS FOLLOWS
- 394 -
-------
I 1 I I I ! I 3 t i I i I /
7800294.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 301
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THt TU'IAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 301 IS AS FOLLOWS
477008691200.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 301 IS AS FOLLOWS
10077062.00
- 395 -
-------
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
38
42
43
44
48
_ 49
HiAO
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONSTIT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 327 7 DAYS, 7.50 HOURS
0.0
0.00
CYCLE 328 7 DAYS, 8.00 HOURS
0.00
0.00
0.00
CYCLE 329 7 DAYS, 8.50 HOURS
0.00
0.0
0.00
0.00
0.00
CYCLE 330 7 DAYS, 9.00 HOURS
0.00
0.00
0.00
0.0
0.0
CYCLE 331 7 DAYS, 9.50 HOURS
0.0
0.01
0.12
0.19
0.29
CYCLE 332 7 DAYS, 10.00 HOURS
- 396 -
-------
I 1 I I t i I
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.7830
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.38
0.43
0.39
0.30
0.19
0.09
0.04
CYCLE 333 7 DAKS, 10.50 HOURS
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 334 7 DAYS, 11.00 HOURS
0.00
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AUtF CYCLE 351
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG s 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 3bl IS AS FOLLOWS
467148931072.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Of CYCll 351 IS AS FOLLOWS
- 397 -
-------
12621442.00
- 398 -
-------
f I II I ! II I i
I 4" I I
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
38
42
43
44
48
_ 49
HEAD
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CUNST1T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 377 8 DAYS, 8.50 HOURS
0.0
0.00
CYCLE 378 8 DAYS, 9.00 HOURS
0.00
0.00
0.00
CYCLE 379 8 DAYS, 9.50 HOURS
0.00
0.0
0.00
0.00
0.00
CYCLE 380 8 DAYS, 10.00 HOURS
0.00
0.00
0.00
0.0
0.0
CYCLE 381 8 DAYS, 10.50 HOURS
0.0
0.05
0.16
0.23
0.31
CYCLE 382 8 DAYS, 11.00 HOURS
- 399 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2.7830
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.36
0.37
0.31
0.23
0.14
0.06
0.03
CYCLE 383 8 DAYS. 11.50 HOURS
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 384 8 DAYS, 12.00 HOURS
0.00
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 401
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 401 IS AS FOLLOWS
457495347200.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Of CYCLt 401 IS AS FOLLOWS
- 400 -
-------
f 1 I I I ! I ! I J I ! I ! «" j I i
14870658.00
- 401 -
-------
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
38
42
43
44
48
_ 49
HEAD
(FT)
1.5517
1.7950
1.4352
1.8328
2.0848
1.8192
2.0352
2.2147
2.3848
2.5318
2.1162
2.3055
2.5016
2.6541
2.7970
2.3863
2.5665
2.7859
2.9355
3.1071
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONS1IT. 4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL) (MGL) (MGL) (MGL)
CYCLE 427 9 DAYS, 9.50 HOURS
0.00
0.00
CYCLE 428 9 DAYS, 10.00 HOURS
0.00
0.00
0.00
CYCLE 429 9 DAYS, 10.50 HOURS
0.00
0.0
0.00
0.00
0.00
CYCLE 430 9 DAYS, 11.00 HOURS
0.00
0.00
0.00
0.0
0.00
CYCLE 431 9 DAYS, 11.50 HOURS
0.02
0.10
0.20
0.26
0.31
CYCLE 432 9 DAYS, 12.00 HOURS
- 402 -
-------
r } i i i I i i i
51
52
55
56
58
59
60
62
63
64
66
68
69
70
71
72
74
75
76
2.7830
2.9303
3.0569
3.1878
3.3299
3.4421
3.5501
3.3475
3.5022
3.6733
3.8241
3.9573
4.0832
4.1986
4.3029
4.3676
4.1979
4.2441
4.2966
0.32
0.32
0.25
0.17
0.10
0.05
0.02
CYCLE 433 9 DAYS, 12.50 HOURS
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 434 9 DAYS, 13.00 HOURS
0.00
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 448
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 294
NTAG = 0
THE TOTAL MASS (TONS) FOR EACH CONSTITUFNT AT CYCLE 448 IS AS FOLLOWS
448604536832.00
THE TOTAL MASS (TOMS) DEPLETED FOP EACH CONSTITUENT AS OF CYCLl 448 IS AS FOLLOWS
- 403 -
-------
15773218.00
- 404 -
-------
f ! I 1 I I I J I I Ii I I
END OF QUALITY RUN. 448 CYCLES.
THE. FOLLOWING DEPLETION CORRECTIONS (MG/L * CD FT) WERt ACCUMULATED FOR CONSTITUENT 1
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 4. 2. 0. 0. 0. 0. 0. 0. 5.
2. 8. 5. 0. 26. 0. 0. 0. 0. 0.
10 0. 3436. 2428. 0. 3476. 2076. 11660. 0. 0.
239. 16994. 15361. 3658. 0. 109. 136. 1688. 4817. 0.
0. 765. 0. 25. 0. 0. 194. 0. 403. 11.
254. 6. 1. 1. 2. 0. 0. 0. 0.' 0.
0. 0. 0. 0. 0. 0.
- 405 -
-------
DELAWARE ESTUARY CENTER CHANNEL
C
0
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S
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I
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0.8
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4
4
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4
4
4
4
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HIGH WATER SLACK
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
4
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* 4
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PLOT FROM CYCLE 2 TO CYCLE
4
4
4
4
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4
4
4
4
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O.OI*»*-*-«-*I*-*-*-*-*0**0*0--0-0-*0»0-*0*0-*0*0-*0*0-*0*0-*O*I-»-*-*-*-I*-» — *.-*i-<
0.
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4
4
4
4
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4
»--*.. -.X---------I
90.0 100.0
MILES BELOVv TRENTON
- 406 -
-------
3 i 1 I J I I I I t J I t i l I I
DtLAWARE ESTUARY CENTER CHANNEL
LOW WATER SLACK PLOT FROM CYCLE
I
Q
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O.OI*-*-*-*-*l*-*-*-*-*0«*0*0--0-I- i.-(j*o-*0*0-*0*0-*0*l-*-*-*-*-I*-*--*--*l-*--* 1 I
0.0 10.0 20.0 30.0 40.0 50.0 faO.O 70.0 BO.O 90.0 100.0
MILES BELUW TRENTON
- 407 -
-------
DELAfcAPE ESTUARY CtNTER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE 52 TO CYCLE 59
1.01 + + -fr + fr-frfr + -fr + + fr + + + + + 4-f + + + + frfr-fr'»-» + + + + + frfr + fr + + + + + + frfrfrfr. + + fr.
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0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0
MILES BELOh TRENTON
- 408 -
-------
I J i i I i I J t i i j i J I
DELAWARE. ESTUARY CENTER CHANNKL
LOW WATER SLACK PLOT FROM CYCLE 91 TO CYCLE 101
1
0
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
MILES BELOW TKtNTON
- 409 -
-------
DELAWARE ESTUARY CENTER CHANNEL
HIGH V.ATEH SLACK PLOT FROM CYCLE 102 TO CYCLE 109
c
0
N
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T
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1
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O.Ol»**-*-*-*I*-*-*-*-*0--U-0--0-0--0-0-*0«0-*0*0-*U*0-*U*0-*0*l-*-*-*-*-I*-» — »--*!-*..* j- 1
0.0 10.0 20.0 30.0 40.0 50.0 bO.O 70.0 80.0 90.0 100.0
MILES BF.LOW TRENTON
- 410 -
-------
111113131)1111111
DELAWARE ESTUARY CENTER CHANNEL
LOW WATKR SLACK PLOT fHOM CYCLE 141 TO CYCLE 151
1
1
I
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1
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80.0 90.0
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4
4
4
4
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4
100.0
MILES BELOW TRENTON
- 411 -
-------
DELAWARE ESTUARY CENTER CHANNEL
HIGH hATER SLACK PLOT FROM CYCLE Ib2 TO CYCLE 159
1
o
o
o
0
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O.OI***-*-*-*J*-*-*-*-*O--0-0 — 0-0--0-0 — o-0-*0*0-*0*0-*0»0-*0*l-*-*-*-*-I*-» — *-- *!-*.-» 1 1
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0
MILES BELOW TRENTON
- 412 -
-------
2f3f1fl!ft!t't't*
DELAWARE ESTUARY CENTER CHANNEL
LOW WATER SLACK PLOT FROM CYCLE 191 TO CYCLE 201
1
I
1
I
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1
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0.01 *-*-*-*-* I »-»-*-*-*0**0*0----I- — ------I---- o-0-*0*0-*0»I-*-*-*-*-I*-*--*--*I-*--* 1 ---I
0.0 10.0 20,0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0
MJLES BELOW TRENTON
- 413 -
-------
DELAWARE ESTUARY CENTER CHANNEL
1
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PLOT FROM CYCLE 202 TO CYCLE
4
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MILES BLLOW TRENTON
- 414 -
-------
f ) r I I i i i i i i i t i t
DELAWARE ESTUARK CENTER CHANNFL
1
1
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MILES BELOW TRENTON
- 415 -'
-------
DELAWARE ESTUARY CENTER CHANNEL
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MILES BLLUW TRENTON
416 -
-------
f ) r i I i i i i \ i \ f j i i t j i
DELAWARE ESTUARY CENTER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE 377 TO CYCLE 384
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4
4
4
4
4
4
MILES BELOW THENTON
- 417 -
-------
DELAWARE ESTUARY CENTER CHANNEL
c
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MILES BELOW THEN10N
- 418 -
-------
II I 1 f 1 II f 1
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1 .01 4444444444444
IIMt PLOTS FOR NODE 60 AT AN INTERVAL OF 25 CYCLES
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0.0
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350.0
400.0
450.0
500.0
- 419 -
-------
TIME PLOTS fOR NODE 60 AT AN INTERVAL OF 1 CYCLES
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500.0
CYCLES
- 420 -
-------
f I f 3 I I I I I j 1
TIMK PLOTS FOR NODE 55 AT AN INTERVAL OF 25 CYCLES
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CKCLF.S
- 421 -
-------
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
** 4
** 4
** 4*
* * 4 **
4 4 4 4 * *
* 4
* 4*»
* 4 *
* * *
4 *
* 4
* *
**. Atj A*
* * T T * T T "
* * *
£ * * ,
f 9 + +
$ $ $
*4
4
4
4
4
4
300.0
INTERVAL OF 1 CYCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
** 4
** 4
** ** 4
* ** 4
* ** ** 4
* * »» 4»*
** ** 4** **
* * * * 4 * **
* * * * * **
** ** * * * * * *
* »« *» »+ * t *
* ** ** ** *
** ** *
4 *
4
350.0 400.0 450.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
^
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
500.0
CYCLES
- 422 -
-------
f i
i i i i
i i r i i i
A.4 DYE - TEST CASE OUTPUT LISTING #2
Ml**********************************
SECTION 2.1
SET PHOGKAM CONTROL OPTIONS
DELAWARE ESTUARY (INCLUDING C&D CANAL) HYDRAULIC MODEL ** (7b JUNCTIONS)
DELAWARE FLOW - 8R50 CFS , SCHUYLK1LL = 925 CfS FILE CN.EPAJYf.SW02.H8B50
DELAWARE ESTUARY 1-D NETWORK, DYE STUDY PERIOD 2. DELAWARE R fLOW = 8K50 CFS
SIMULATION PERIOD : AUG 1 - AUG 3, 1974
ENVIRONMENTAL PROTECTION AGENCY
DYNAMIC WATER QUALITY MI1DEL
THIS SIMULATION BEGINS AT 1?.00 HOURS
SUNRISE AND SUNSIT OCCUR AT 6.00 AND 18.00 HOURS,RESPECTIVELY
«***.««* (rPOH HYDRAULICS PROGRAM *»»***»*
STAH1 CYCLE STUP CYCLE TIME INTERVAL
150
300
300. SECONDS
STARTING CYCLE
ON HYD EXT TAPE
INITIAL DUALITY
CYCLE
TOTAL OUALITY
CYCLES
DEPLETION CORRECT TIME INTERVAL IN
OPTION QUALITY PROGRAM
START OF
FLOOD
START OF
EBB
DURATION
OF FLOOD
END OF
EBB
294
449
598
0.500 HOURS
18
11
17
-------
DELAWARE
n A ¥ c.n
! ASSUNP1NK /
75
74
NESHAMINY 72-
DELAWARE ESTUARY CR 69-70-71
68
1-D 65 / !
! 66-67
MODEL NETWORK 63-64/ !
PENNYPACK 62 ASS1SCUNK
CR / CR
! 60-61
58-59 RANCDCAS
/ CR
SCHUYLKILL 56-57
/ PHILADELPH3H /
" '
DftPE'Y
/ CHESTER / 4*0
TRENTON /
CROSSWICKS
73 CR
i * * • K. i \ I ^1 J f r C. 1* n tJ M U ft £• It
! 52 ! CR
Jt-j j c 5
** 1 / D J
At, C 1 C
A f n n i
to DJ J'r i. uur Cii^ r~
AK. 4 Q »• c\ n H T r* TTMncp
/ CAMDEN /
! / CR
• """""""""•CHESTER I Hft e
CR 39-111-43
36-3S — 12/ !
/ 37 MANTUA
/-35-/ CR
BRANDYWINE 34
RIVER 33
/ WILMINGTON / 30 / OLDHANS
27-26 /
CHRISTINA-29-28 !-25
RIVER !
24
!
23
/
22 17
21 ! !
COURTHOUSE ! 20! 16
POINT 18 ! 19 15/ SALEM
! /
C&D CANAL 12
i
11
i
2
LISTON
POINT
RIVER
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
RM
94.0
84.8
93.0
92.0
91.0
90.0
89.0
88.0
87.0
86.0
81.9
78.9
76.0
NODE
14
15
16
17
18
19
20
21
22
23
24
25
26
PM
86.0
87.0
88.0
89.0
74.0
75.0
73.2
72.0
70.8
68.3
65.7
63.5
95.0
MILES FOR
NODE
27
28
29
30
31
32
33
34
35
36
37
38
39
RM
96.0
97.0
98.0
99.0
61.6
58.7
56.5
53.8
53.0
51.6
50.0
49.0
48.0
MODEL NETWORK
NODE
40
41
42
43
44
45
46
47
48
49
50
51
52
RM
86.0
45.0
46.8
44.4
41.5
87.0
88.0
89.0
39.2
36.7
90.0
34.4
32.2
NODE
53
54
55
56
57
58
59
60
61
62
63
64
65
RM
31.0
91.0
29.8
28.0
92.0
26.0
24.3
22.3
93.0
20.6
18.8
17.0
90.0
NODE
66
67
68
69
70
71
72
73
74
75
76
RM
15.2
14.0
13.1
11.2
8.9
6.5
4.8
94.0
3.2
1.8
0.5
- 424 -
-------
I 1
I I i J i
I i
JUNCTION
60
60
55
55
STARTING CYCLE
27
27
27
27
THE. FOLLOWING
ENDING CYCLE
597
597
597
597
4 JUNCTIONS HAVE TIME PLOTS
C1CLE INTERVAL CON1 CON2 CON3 CON4 CONS
(l=l'LOT 0 = HQ PLOT )
25 10000
1 10000
2b 10000
1
1
0
- 425 -
-------
»****«****»**
SECTION 2.2 DEHNE hAltR QUALITY CONSTITUENTS
*
«»***»**»*»**«»»»**»**»»*»»*»<***»*****»»«**»**»******»*•*»*»*****»**»*«*»******»*»*»******»**»»******««*»»,*$*
THIS RUN CONSIDERS 1 CONSTITUENTS
CONSTITUENT 1 IS DYE (UG/L)
***** TABLE OF IPANSfER COEFFICIENTS AND FUNCTION OPERATORS *****
CNST(K) CO(J.K) CO(2.K) CO(3,K) CO(4,K) CO(5,K) FUNC1 FUNC2 FUNC3 FUNC4 fUNC5 FUNC6 FUNC7 FUNC8 FUNC9 FUNC10 FUNC11 FUNC12
1 -1.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
THE TEMPERATURE FROM CYCLE 1 THROUGH CYCLt 2400 IS 20.0 DEGREES C
- 426 -
-------
I 1 f
I I I J I I f i I 'I I
TABLE OF DECAY RATES (AT 20. C)
SIMULATION PERIOD : AUG 1 - AUG 3, 1974
CONSTITUENT 1 IS DYE (UG/L)
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
IB
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
********
CONST1
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
PRIMARY DECAY RATES *******
I/DAY (BASE E)
CONS12 CONST3 CONST4 CONST5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DECAY I/DAY
CONSTO CONSTO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 427 -
-------
43
44
45
46
47
46
49
50
51
52
53
54
55
56
57
56
59
60
61
62
63
64
6!>
66
67
68
69
70
71
72
73
74
75
76
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0..0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TEMPERATURE CORRECTION KACTOPS , THETA
1.000 1.000 1.000 1.000 1.000 1.000 1.000
- 428 -
-------
I 1 i
! j I
I !
SECTION 2.3
SPECIFY WASTEWATEP AND TRIBUTARY LOADS
SUMMARY OF POINT SOURCE INPUTS
SIMULATION PERIOD ! AUG I - AUG 3, 1974
CONSTITUENT 1 IS DYF (UG/L)
MUNICIPAL AND INDUSTRIAL WASTEWATER AND TRIBUTARY INFLOW BY NODE
INPUT NAME OF TYPE OF ! ******* FLOW *******i UNADJUSTED CONC (MG/L) + ADJ. FACTORS ! ADJUSTED INPUT LOADS - 1000 LB/DAY !
NODE DISCHARGE DISCHARGE ! MGD CFS ! CONST1 CONST2 CONST3 CON5T4 CONST5! CONST1 CONST2 CONST3 CONST4 CONST5!
----- ------- ------- j ------- ... . -------- j ------ j ------ i ------ ; ------ j ------ j ------ i ------ ; ------ j ------ . ------ j
i i £!!!!!!!!!!
- 429 -
-------
*«**» VARYING WASTE LOADINGS *»*»*
NODE 55 LOCATED IN ZONE 3 RECEIVES TYPE 1 LOADS FROM PHILA NE (MUN )
DISCHARGE PERIOD = 2400 CYCLES
START
CYCLE
1
197
DURATION
(CYCLES)
196
2204
FLOW
(CFS)
-254.97
-254.97
CONST1
(MG/L)
24.80
0.0
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
- 430 -
-------
f J f 1 f 1 f 1 f ) r I f
fill
***************
SECTION 2.4
**************
SPfCIFY V.ATER QUALITY BOUNDARY CONDITIONS
****»*******•*»»»***»*»*******»*»»****»**»*<
SEAWARD BOUNDARY CONDITIONS
START
CYCLE
NODS 1 : COURTHOUSt PI . MARYLAND
' CIN1 ' PERIOD = 2400 CYCLES
DURATION
(CYCLES)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.0
START
CYCLE
DURATION
(CYCLES)
NODE 2 :
CINMAX
CONST1
(MG/L)
LISTON PT , DELAWARE
' PERIOD = 2400 CYCLES
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.0
UPSTREAM BOUNDARY CONDITIONS
NODE 76 RECIFVES VARYING LOADS FROM DELAWARE (RIVR)
DISCHARGE PERIOD = 2400 CYCLES
START
CYCLE
DURATION
(CYCLES)
FLOW
(OS)
CONET1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400 -8850.00
0.0
- 431 -
-------
**********************a*********»******************************4
SECTION 2.5 PRINT HYDRAULIC INPUTS
*
******************44**<*«
JUNCTION HEAD AND HYD.. RADIUS AND X-SECTIONAL AREA OF CHANNELS ARE AT MEAN TIDE *»
r********
******************4***:>M****
CHAN. LENGTH WIDTH AREA
CHANNEL DATA *»»**********»******»»*»*«***
MANNING NET FLOh HYD. RADIUS JUNC. AT ENDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
1000.
11000.
11000.
11000.
11000.
11000.
nooo.
15679.
14994.
14994.
14994.
11995.
19326.
7330.
8996.
8996.
8996.
13661.
8996.
13661.
10662.
9663.
10996.
13994.
13661.
11995.
11995.
9330.
9330.
9330.
9330.
9330.
11995.
11995.
11995.
13328.
11995.
10662.
11995.
7330.
7330.
6331.
11995.
8996.
6331.
11995.
11995.
240C.
850.
650.
600.
600.
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
5331.
3800.
5600.
3400.
6000.
4900.
7600.
3900.
8996,.
8274.
6942.
1000.
722.
399.
279.
399.
8163.
7441.
6997.
5720.
4054.
3887.
4332.
244).
2100.
2600.
4942.
300,
1944.
2?ee.
3499.
31045.
24482.
18651.
17099.
16926.
13779.
12401.
11067.
213596.
163764.
119699.
73394.
120S9.
69340.
B676.
32947.
40661.
54008.
24167.
79592.
46180.
48295.
98750.
67107.
150353.
1 47203.
14H33.
U387.
7545.
3615.
2303.
2?59.
148606.
128647.
114719.
1 15261.
91189.
64094.
8b21f .
15825.
19584.
30126.
92748.
1615.
H495.
29915.
79126.
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.015
0.015
0.016
0.016
0.016
0.016
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
-1079.84
-1079.87
-1079.86
-1079.86
-1079.87
-1079.90
-1079.88
-1079.88
-10242.85
-10243.10
-13562.52
-1079.84
3318.17
5656.93
-17.75
-17.31
-16.16
6629.55
8992.89
-26930.19
6629.60
8992.80
6629.63
-17937.36
-11307.73
-11307.66
-11307.66
-600.00
-200.01
-200.01
-200.00
-399.99
-10707.64
-10707.64
-10707.49
-10707.21
-11543.16
885.25
-11459.93
865.36
885.47
-36.84
-10537.15
-60.08
23.40
23.63
-10536.73
12.9
28.8
28.7
28.5
28.2
23.0
20.7
18.4
16.4
15.5
15.5
17.4
7.1
9.1
B.7
7.6
7.6
14.2
4.3
20.8
7.7
9.9
13.0
17.2
16.7
17.8
21.1
14.4
10.5
9.3
8.3
5.8
18.2
17.3
16.4
20.2
22.5
16.5
19.9
6.5
8.8
11.6
18.8
6.0
6.9
12.1
22.3
1
3
4
5
6
7
8
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
25
26
27
28
26
25
31
32
33
34
34
36
35
37
38
38
39
39
41
42
3
4
5
6
7
8
9
10
11
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
26
27
28
29
30
31
32
33
34
36
35
38
37
38
39
42
40
41
43
43
************** JUNCTION
JUNC
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
. INFLOW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-200.0
-400.0
0.0
0.0
0.0
-49.0
0.0
-83.0
0.0
0.0
0.0
-60.0
0.0
0.0
-24.0
0.0
0.0
0.0
-925.0
HEAD
0.10
-0.00
0.10
0.11
0.11
0.12
0.12
0.13
0.14
0.15
0.03
0.07
0.15
0.16
0.24
0.24
0.24
0.17
0.20
0.20
0.26
0.27
0.29
0.31
0.32
0.32
0.32
0.31
0.31
0.34
0.34
0.37
0.41
0.43
0.43
0.45
0.48
0.49
0.49
0.46
0.53
0.51
0.53
0.55
0.55
0.55
0.55
DATA
**
******
****
CHANNELS ENTERING JUNCTI
1
9
1
2
3
4
5
6
7
8
9
10
11
13
15
16
17
16
19
20
21
23
25
26
27
28
29
30
31
32
33
34
35
36
38
37
40
39
42
44
45
43
46
48
49
50
51
0
0
2
3
4
5
6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
29
30
31
0
0
34
35
36
37
40
39
41
41
44
0
46
47
47
49
50
51
0
0
0
0
0
0
0
0
0
0
0
0
13
14
15
0
0
0
0
0
24
0
25
0
0
33
32
0
0
0
0
0
0
0
38
0
0
0
42
45
0
0
0
48
52
0
0
0
0
0
0
0
u
0
0
0
0
0
0
0
18
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 432 -
-------
! 1 f 1 I 1 I ! I i t
i I
48
49
50
SI
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
14994.
10662.
10662.
10662.
11995.
11995.
8996.
11995.
10329.
6331.
8996.
11995.
7997.
9674.
9007.
9674.
9674.
9674.
9007.
9007.
9007.
9508.
6331.
9508.
11009.
7839.
7839.
9674.
10842.
12009.
9007.
6005.
7506.
8000.
8000.
3998.
750.
611.
555.
3887.
2832.
167.
2332.
28P8.
1400.
300.
3165.
2499.
3195.
300.
2474.
2752.
2419.
600.
2863.
2391.
1890.
334.
1640.
1307.
862.
834.
1362.
1334.
1418.
1362.
334.
1473.
116B.
862.
89887.
9259.
10239.
7364.
86322.
66163.
2128.
65781.
76372.
19162.
2108.
74188.
30716.
65984.
3470.
53044.
58565.
47495.
8305.
49440.
44506.
39104.
4656.
37988.
31538.
14407.
14080.
31749.
32621.
29612.
23003.
3871.
21723.
17118.
9779.
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
-10488.37
-925.76
-925.53
-925.18
-9561.50
-9560.73
-0.04
-9560.11
-9559.61
-1110.85
-32.06
-8448.36
-1078.66
-9271.58
-14.03
-9257.15
-9256.75
-9256.25
-175.12
-9080.59
-9080.02
-9079.69
-159.99
-8919.45
-7066.76
-1852.58
-1852.56
-8919.11
-8918.70
-8917.84
-8916.65
-64.13
-8851.54
-8850.73
-8850.18
22.5
12.3
16.8
13.3
22.2
23.4
12.7
28.2
26.4
13.7
7.0
23.4
12.3
20.7
11.6
21.4
21.3
19.6
13.8
17.3
18.6
20.7
13.9
23.2
24.1
16.7
16.9
23.3
24.5
20.9
16.9
11.6
14.7
14.7
11.3
43
44 .
45
46
44
48
49
49
51
52
53
52
53
55
56
56
58
59
60
60
62
63
64
64
66
66
67
68
69
70
71
72
72
74
75
44
45
46
47
48
49
50
51
52
53
54
55
55
56
57
58
5?
60
61
62
63
64
65
66
68
67
68
69
70
71
72
73
74
75
76
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-8850.0
0.56
0.58
0.58
0.59
0.60
0.60
0.59
0.61
0.62
0.62
0.65
0.68
0.71
0.71
0.74
0.77
0.79
0.79
0.81
0.82
0.83
0.87
0.89
0.94
0.99
0.99
1.04
1.10
1 .35
52
53
54
55
56
57
58
59
61
62
63
64
65
66
67
68
69
70
71
73
72
75
76
77
78
79
80
81
82
53
54
0
56
57
58
0
60
62
0
64
65
66
0
68
69
70
0
72
74
74
76
77
78
79
0
81
82
0
0
55
0
0
59
60
0
61
63
0
0
0
67
0
0
0
71
0
73
0
75
0
0
0
80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
**»»*»»»»»**»*»»*******************************»***»*********************»******************<
SECTION 2.6 SPECIFY INITIAL WATER QUALITY CONDITIONS
******************
*************************************************
******************************************************
JUNC.
INFLOW
WATER QUALITY DATA ***********************************************
* FIRST CONSTITUENT * SECOND CONSTITUENT » THIRD CONSTITUENT * FOURTH CONSTITUENT * FIFTH CONSTITUENT *
INITIAL INFLOW INITIAL INtLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW
CONC. LOAD. CONC. LOAD. CONC. LOAD CONC . LOAD CONC . LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.05
0.05
0.11
0.04
0.18
0.20
0.12
0.17
0.24
0.26
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 434 -
-------
ooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooo
or^rno*-«^oiooDOO^inoio^oo ooo oooooooo
rn*^OO'v>r4m*4*H«^OOOOOOOOOOOOOOOOOOOOOOO
ooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooo
-------
SECTION 2.8 SET ADVECTIVE AND DISPERSIVE. TRANSPORT FACTORS
CHANNEL
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
IB
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
TRANSPORT FACTORS
VARYING ADVECT10N DIFFUSION FACTORS
FLOOD TIDE EBB TIDE C4 (A:SOMI/D)
.00
.00
.00
.00
.00
.00
1.00
1.00
0.60
0.33
0.20
1.00
0.20
0.20
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.33
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.10
0.0
0.0
0.0
0.25
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
100.00
75.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
25.00
25.00
10.00
1 .00
1.00
1 .00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1 .00
1.00
1.00
1.00
1.00
1.14
4.59
7.79
10.30
12.05
13.62
15.00
16.01
10.37
10.71
11.05
1.01
2.03
1.11
5.25
1.04
0.40
4.78
0.91
8.93
2.83
0.69
0.96
4.15
0.98
0.10
0.11
0.02
0.02
0.03
0.02
0,01
0.09
0.09
0.09
0.10
0.12
0.02
0.11
0.03
0.03
0.03
0.09
0.02
- 436 -
-------
EO'O
ZO'O
ZO'O
OO'O
EO'O
*0'0
90*0
90'0
ZO'O
EO'O
90'0
iO'O
TO'O
iO'O
90'0
90'0
I0'0
80'0
80*0
60*0
10*0
80'0
ZO'O
LO'O
lO'O
frO'O
01 '0
H'O
JO'O
zi'o
OJ '0
lO'O
ZO'O
ZO'O
U'O
ZI'O
ZO'O
eo'o
OO'l
OO'I
00']
OO'l
OO'l
OO'l
OO'l
OO'l
OO'l
OO'l
00' 1
OO'l
OO'l
OO'l
00'
00'
00'
00'
00*
00'
00'
00'
00'
00'
00'
00'
00'
00'
00'
00'
00'
00'
00*
00'
00'
00'
00'
00'
EE'O
££'0
€E'0
te'o
££'0
te-o
£€'0
et'o
££'0
££'0
EE'O
EE'O
EE'O
EE'O
Ef'O
EE'O
EE'O
EE'O
EE'O
EE'O
EE'O
Ef '0
CE'O
££'0
EE'O
££'0
££'0
££'0
EE'O
££'0
EE'O
EE'O
E£'0
EE'O
EE'O
££'0
I EE'O
[ EE'O
i9'0
i9'0
i9'0
i9'0
i.9'0
i9'0
i.9'0
t9'0
i.9'0
i9'0
i9'0
i.9'0
i9'0
t9'0
i.9'0
i9'0
LfO
i9'0
£9'0
i.9'0
i9'0
i9'0
i9'0
i9'0
i9'0
i9'0
i9'0
i9'0
i9'0
i9'0
I9'0
i9'0
i9'0
i9'0
i.9'0
i9'0
i.9'0
/.9'0
Z8
18
08
6L
9L
U
9L
Si
»t
£t
Zi
li
Ot
69
89
i9
99
S9
»9
£9
Z9
19
09
6S
as
iS
99
SS
»9
£S
ZS
15
05
6»
8V
Lt
9fr
Sir
i f 1
1 i i
-------
SECTION 3.0 SIMULATE WATER QUALITY CONDITIONS (MAIN QUALITY LOOP)
**************
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 449
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 150
NTAG = 3
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 449 IS AS FOLLOWS
452049895424.00
THE TOTAL MASS (TONS) DEPLETED FOP EACH CONSTITUENT AS OF CYCLE 449 IS AS FOLLOWS
7064.96
RESTART DECK TAPE WAS LAST WRITTEN AfTER CYCLE 450
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 156
NTAG = 4
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 450 IS AS FOLLOWS
451861413868.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Of CYCLE 450 IS AS FOLLOWS
381812.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 451
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 5
- 438 -
-------
fi r i r i r i i \ i \ t i \ <,
IKE. TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 451 IS AS FOLLOWS
451672670208.00
THE TOTAL MASS (TONS) DEPLETED FDR EACH CONSTITUENT AS OF CYCLE. 451 IS AS FOLLOWS
381886.36
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 452
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 166
NTAG = 6
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 45? IS AS FOLLOWS
451484254208.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 452 IS AS FOLLOWS
913512.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 453
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 174
NTAG = 7
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 453 IS AS FOLLOWS
451295510528.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLt 453 IS AS FOLLOWS
913648.13
RESTART DECK TAPE HAS LAST WRITTEN AFTER CYCLt 454
HYDRAULIC CYCLt ON EXTRACT TAPE FOR RESTARTING = 180
NTAG = 8
- 439 -
-------
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 454 IS AS FOLLOWS
451107094528.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 454 IS AS FOLLOWS
1124119.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 455
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 186
NTAG = 9
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 455 IS AS FOLLOWS
450918416384.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 455 IS AS FOLLOWS
1124119.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE. 456
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 192
NTAG = 10
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 456 IS AS FOLLOWS
450730065920.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLK 456 IS AS FOLLOWS
1124119.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 457
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 198
NTAG = 11
- 440 -
-------
F 1 I 1 I 2 I i f 1 ! J I i t
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 457 IS AS FOLLOWS
450541977600.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 457 IS AS FOLLOWS
1124144.00
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 458
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 204
NTAG = 12
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 458 IS AS FOLLOWS
450354085888.00
THE TOTAL MASS (TONS) DEPLETED FOR tACH CONSTITUENT AS OF CYCLE 458 IS AS FOLLOWS
1176142.00
- 441 -
-------
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
-
-
-
-
E
2
11
12
13
20
22
23
24
25
31
32
a
34
36
33
42
«3
44
48
49
HEAD
(FI)
1.5904
1.8325
1.4775
1.8735
2.1259
1.8b41
2.0806
2.2b(?8
2.<318
2.5808
2.1690
2.3587
2.5S61
2.7116
2.8586
2.4548
2.6389
2.8642
3.0215
3.2049
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONS11T. 4TH. CONSTIT. 5TH. CONSTIT.
(MGM (MGL) (MGL) (HGL) (MGl.)
CYCLE 477 10 DAYS, 2.50 HOURS
0.00
0.00
CICLt 478 10 DAYS, 3.00 HOURS
0.00
0.00
0.00
CYCLE 479 10 DAYS, 3.50 HOURS
0.0
0.00
0.00
0.00
0.00
CYCLE 480 10 DAYS, 4.00 HOURS
0.00
0.00
0.00
0.00
0.03
CYCLE 481 10 DAYS, 4.50 HOURS
0.07
0. 16
0.24
0.27
0.29
CYCLE 482 10 DAYS, 5.00 HOURS
- 442 -
-------
I i I i I 1 i i f I I 1 i i i i t i
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
= 72
74
75
76
2.8997
3.0534
3.1872
3.3294
3.4928
3.6258
3.7642
3.5581
3.7200
3.9004
4.0626
4.2091
4.3509
4.4794
4.5956
4.6720
4.3917
4.4601
4.5880
0.28
0.24
0.16
0.10
0.05
0.02
0.01
CYCLE 483 10 DAYS, 5.50 HOURS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 484 10 DAYS, 6.00 HOURS
0.0
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 501
HYDRAULIC CYCLE ON EXTHACT TApE FOR RESTARTING = 162
NTAG = 5
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 501 IS AS FOLLOWS
442344079360.00
THE TOTAL MASS (TONS) DEPLETED FOP tACH CONSTITUENT AS OK CYCLE 501 IS AS HJLLOWS
- 443 -
-------
-------
f i I J i j t j i j i
i }
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
HEAD
(FT)
*******************f****** CONCENTRATION fACTORS **************************
1ST. CONSTIT. 2ND. CONSTIT. 3RD. CONST1T. 4TH. CONSTIT. 5TH. CONST1T.
(MCL) (HGL) (MGL) (MGL) (MGl.)
CYCLE 527 11 DAYS, 3.50 HOURS
2 1.5904 0.00
_ 11 1.8325 0.0
CYCLE 528 ~ 11 DAYS, 4.00 HOURS
12 1.4775 0.00
13 1.8735 0.00
_ 20 2.1259 0.0
CYCLE 529 11 DAYS, 4.50 HOURS
22 1.8641 0.00
23 2.0806 0.00
24 2.2608 0.00
25 2.4318 0.00
_ 31 2.5808 0.00
CYCLE 530 11 DAYS, 5.00 HOURS
32 2.1690 0.00
33 2.3587 0.0
34 2.5561 0.01
36 2.7116 0.03
_ 38 2.8586 0.08
CYCLE 531 11 DAYS, 5.50 HOURS
42 2.4548 0.14
43 2.6389 0.21
44 2.8642 0.25
48 3.0215 0.26
= 49 3.2049 0.26
CYCLE 532 11 DAYS, 6.00 HOURS
- 445 -
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
= 72
74
75
76
2.8997
3.0534
3.1872
3.3294
3.4928
3.6258
3.7642
3.5581
3.7200
3.9004
4.0626
4.2091
4.3509
4.4794
4.5956
4.6720
4.3917
4.4601
4.5880
0.21
0.16
0.10
0.05
0.02
0.01
0.00
CYCLE. 533 11 DAKS, 6.50 HOURS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 534 11 DAKS, 7.00 HOURS
0.0
0.0
0.0
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 551
HYDRAULIC CKCLE ON EXTRACT TAPE FOR RESTARTING = 162
NTAG = 5
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 551 IS AS FOLLOWS
433209606144.00
THE TOTAL MASS (TONS) DEPLETED FOP EACH CONSTITUENT AS Of CKCLt 551 IS AS FOLLOWS
- 446 -
-------
i i i i f i r i r i i i i i i j i i i i
6293070.00
- 447 -
-------
HIGH SLACK PREDICTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
_ 38
42
43
44
48
= 49
HEAD
-------
r i 11 ii ii i J I
t I i u
51
52
55
56
58
59
60
62
63
64
66
68
69
70
71
72
74
75
76
2.8997
3.0534
3.1872
3.3294
3.4928
3.6258
3.7642
3.5581
3.7200
3.9004
4.0626
4.2091
4.3509
4.4794
4.5956
4.6720
4.3917
4.4601
4.5880
0.15
0.10
0.05
0.02
0.01
0.00
0.00
CYCLE, 583
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CYCLE 584
0.00
0.0
0.0
12 DAYS, 7.50 HOURS
12 DAYS. 8.00 HOURS
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 598
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 294
NTAG = 2
THE TUTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 598 IS AS FOLLOWS
424796684288.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Of CYCLB 598 IS AS FOLLOWS
- 449 -
-------
- OSfr -
00'ZI£6S6i
-------
r i f i i 3 i i i j f j
END OF QUALITY RUN. 598 CYCLES.
THE FOLLOWING DEPLETION CORRECTIONS (MG/L * CU FT) WERE ACCUMULATED FOR CONSTITUENT 1
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
5. 20. 6. 0. 0. 0. 0. 0. 0. 3.
5. 1. 357. 1532. 3587. 0. 0. 0. 0, 4.
4061. 7537. 12172. 3810. 0. 905. 0. 0. 0. 0.
0. 0. 0. 0. 0. 12. 45. 0. 0. 0.
0. 0. 0. 0. 0. 0. 19. 0. 80. 45.
6. 2. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0.
- 451 -
-------
DELAWARE. ESTUARY CENTER CHANNEL
I
o
o
o
o
0
I
I
I
I
I
I
1
I
I
1
I
1
I
I
I
1
I
I
I
I
I
I
I
1
I
1
I
I
I
I
I
I
1
1
I
I
I
I
I
I
I
I
I
1
I
0.0 10.0
HIGH WATER SLACK PLOT FROM CYCLE 477 TO CYCLE
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* * * n * *
20.0
4
4
4
4
4
4
4
4
+
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0 0
* 4
* *4
4 0
* 4 *
4
4
* 4 *
4 0
4
* 0 4
4 » 0
* 0 4 0
4 *
* 0 4 0
30.0 40.0 50.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
AriAl * * * * * *
eo.o 70.0
484
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
60.0 90.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MILES BELOW TRENTON
- 452 -
-------
i i
I i f 1
r a
DELAWARE ESTUARY CENTER CHANNEL
I +
I +
4
4
4
4
4
4
4
4
4
4
+
4
+
4
4
4
4
4
4
4
+
4
4
•f
4
4
4
4
+
4
1 +
I *
I +
I +
1 t
I +
I +
I +
I +
I +
I +
I +
I +
HIGH HATER SLACK PLOT FROM
+
+
•f
+
+
+
t
+
+
+
•f
+
+
+
+
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* *4 »
4
* 4 *
4
* 4
4 *
4
* 4
4 *•
« 4
4 *
* 4
CYCLE 527 TO CYCLE
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.01**+-*-*-*I*-*-*-»-*0**0*D--0-0--0-0--0-0--0-0--0-0--0*O-*0*l-*-*-*-*-I*-*
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0
534
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
'4
--*--»!-*
80.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
-.» I I
90.0 100.0
MILES DELOK TRENTON
- 453 -
-------
DELAWARE ESTUARY CENTER CHANNEL
1
0
0
0
0
0
I
I
I
I
I
1
I
I
1
I
I
I
I
I
I
I
I
I
I
1
I
1
I
I
I
1
I
I
1
I
I
I
I
I
I
1
I
I
1
1
I
I
I
I
I
0.0 10.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
20.0
HIGH WATER SLACK
4
4
4
4
4
4
4
4
*
+
4
4
4
4
4
4
4
+
+
4
4
4
4
4
4
4
*
+
4
0 4
0 4
t
0 0
4
4 *0*
*4
4
4
* 4
4
0 * +
4
0 * 4
4
* 4
30.0 40.0
PLOT KROM CYCLE 577 TO CYCLE
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0 * 4
4
0* 4
4
0 4
* 4
O 4
*0 4
0 4
50.0 60.0 70.0
584
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
80.0 90.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MILES BELOh TRENTUN
- 454 -
-------
I
I
I
I
I
I
J
I
I
I
J
1
I
I
I
I
I
1
1
1
I
1
I
I
I
I
I
I
1
I
1
I
I
I
I
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
TIME PLOTS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
FOR NODE 60 AT AN INTERVAL OF
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
25 CYCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
CVCLES
- 455 -
-------
TIME PLOTS FOR NODE 60 AT AN INTERVAL OF 1 CYCLES
1
0
0
0
0
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I *
.01--***
0.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
* *
** ** * *
* ** ** ** ** *
** ** ** ** ** ***
80.0 160.0
*
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
* * * * 4
* ** ** ** ***** *
*** ** ** ** ***** ** ** *
240.0 320.0 400.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 '
4
4
4
4
4
4
4
4
4
4
4
4
4
** * 4
*£*f«£**£44l
480.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
560.0 640.0 720.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
800.0
CYCLFS
- 456 -
-------
I l I ! i 1 II t I I i I j i
TIME PLOTS I-OR NODt 55 AT AN INTERVAL, OF 25 CYCLES
1
0
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I '
1
I
I
I
I
1
I
1 *
I
1
I
I
1 *
I
I
I
I
I
I
I
I
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 »
4
4 '
*4
4
* 4
4
4
4
t 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
4
4
4
4
» 4
4
4
4
* 4
4
4
* 4
4
* 4
4
4
4*
4 *
4
4 *
4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
4
*
4 »
4 *
4 * *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0 80.0 160.0 240.0 320.0 400.0 480.0 560.0 640.0 720.0 800.0
CYCLES
- 457 -
-------
TIME PLOTS FDR NUDE
55 AT AN INTERVAL OF
1 CYCLES
c
0
N
S
T
I
T
U
E
T
1
1
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
1
OAm .
• H~ T
I
I
I
I
I
I
I
I
I
0.2- 4
i
I
0.0
4 + 444 + 4*4 + 444444
+
+
•4
4
4
4
4
4
4
4
4 *
4
4 **
* *****
* * *
* * **
* *4*» * *
* *** * * *
* * 4 * **
* *** 4* * * *
* * *4 * * * *
*** 4* * *
** * 4 * * * **
* *«* **4* **
* * 4 ** * **
***** 4*
* * * ** + * * * *
* * * * 4»* * *
***** 4 ** **
*** * * 4 *
** * * 4 * *
**** + ****
*** * 4 * * *
** * 4 * *
t * 4 * *
$ ^ + ^
* 4 *
4
4
4
4
4
80.0 160.0 240.0
t
+
4
4
4
t
4
4
*
4
4
4
4
4
4
4
4
*
4
4
4
4
4
* 4
** 4
** * 4
** **4
* 4*»
* f * 1 * *
* *4** *
** * 4 * **
*4* ** *
* 4 * * * *
**4** * ** *
* *4 ** ** *
** 4** * * *
\*+ *vr r**i
, ** * ** **
* * ** * **
* *****
4 * ** **
4 *
4
4
320.0 400.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
* 4
* ** * 4
** * * **
** * ** ** **
** ** * 4* ** **
** ** * ** ** ** *
* ** **** ** ** ** *
* *4* « * * *• ** ft
*4 t **********
480.0 560.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
640.0 720.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
+
4
+
4
4
4
4
4
4
4
+
4
+
4
+
+
+
+
+
+
4
+
+
4
4
4
4
4
4
800.0
CYCLES
- 458 -
-------
*t»*t4tt»*t»***>»****t**t«t»*tt*Mt>******»*4******<<*»1
SECTION 2.1 SFT PROGRAM CONTROL OPTIONS
*
H*t*»»»«*t**»»»»****t* »»«*»«»*»»»*(
***********************************************
DELAWARE ESTUARY (INCLUDING C£D CANAL) HYDRAULIC MODEL ** (76 JUNCTIONS)
DELAWARE RIVER FLOW = 7880 CFS *« SCHUYLK1LL RIVER FLO* =2067 CFS
DELAWARE ESTUARY 1-D NETWORK. TRENTON-LISTON POINT. DELAWARE P F LOW = 7680 CFS
SIMULATION PERIOD : AUGUST 1 - 15 , 1975
ENVIRONMENTAL PROTECTION AGENCY
DYNAMIC WATER VUAHTY MODEL
THIS SIMULATION BE.GINS AT 0.0 HOURS
SUNRISE AND SUNSET OCCUR AT 6.00 AND 18.00 HUURS,RESPECTIVELY
**«**««* fpt,M HYDRAULICS PRUGHAM **»»»«**
START CYCLE STOP CYCLE TIME INTERVAL
150
300
300. SECONDS
STARTING CYCLE INITIAL QUALITY
ON HYD EXT TAPE CYCLE
168 1
TOTAL QUALITY DEPLETION CORRECT TIME INTERVAL IN START OF START OF DURATION END OF
CYCLES OPTION QUALITY PROGRAM FLOOD EBB OF FLOOD EBB
1201
0.500 HOURS
18
11
17
- 459 -
-------
DELAWARE:
R I V ER - ~
! ASSUNPINK /
TRENTON /
75
74 CROSSWICKS
NESHAMINY 72-73 CR
DELAWARE ESTUARY CR 69-70-7!
68
1-D 65 / !
! 66-67
MODEL NETWORK 63-64/ !
PENNYPACK 62 ASS1SCUNK
CR / CR
! 60-61
58-59 RANCOCAS
/ CR
5CHUYLKILL 56-57
/ PHILADELPHIA /
nivrn / J Ji
! 52 <
A i y t i
r r C.IN Moft u r c,n
CH
jt t. ft 1 K. A OMMDC-IJ u
DARBY
/ CHESTER / 40
-? vi ^a j •* c "-*»'r L r\ rv
1 1
d S 4 Q-SO R T r T I MRU R
/ CAMDEN /
! / CR
A A — A O
• """••\,ntLoiF_h * *i *t ~ to
CR 39-41-43
36-3B--42/ !
/ 37 MAN1UA
/-35-/ CR
BRANDYWINE 34
RIVER 33
/ WILMINGTON / 30 / OLDMANS
27-26 /
CHRISTINA-29-28 !-25
RIVER !
24
i
23
/
22 17
21 ! !
COURTHOUSE ! 20! 16
POINT 1H ! 19 15/ SALEM
MD 1-3-4-5-6-7-B-9-10--13--14/ HVE.P
! /
RIVER
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
RM
94.0
84.8
93.0
92.0
91.0
90.0
B9.0
88.0
87.0
86.0
Bl .9
78.9
76.0
NODE
14
15
16
17
18
19
20
21
22
23
24
25
26
KM
86.0
87.0
68.0
89.0
74.0
75.0
73.2
72.0
70.8
68.3
65.7
63.5
95.0
MILES FOR
NODE
27
28
29
30
31
32
33
34
35
36
37
38
39
KM
96.0
97.0
98.0
99.0
61.6
58.7
56.5
53.8
53.0
51.6
50.0
49.0
48.0
MODEL NETWORK
NODE
40
41
42
43
44
45
46
47
48
49
50
51
52
RM
86.0
45.0
46.8
44.4
41.5
87.0
88.0
89.0
39.2
36.7
90.0
34.4
32.2
NODE
53
54
55
56
57
58
59
60
61
62
63
64
65
HM
31.0
91.0
29.8
28.0
92.0
26.0
24.3
22.3
93.0
20.6
18.8
17.0
90.0
NODE
66
67
68
69
70
71
72
73
74
75
76
RM
15.2
14.0
13.1
11.2
8.9
6.5
4.8
94.0
3.2
1 .8
0.5
CS.D CANAL
12
i
11
2
L1STON
POINT
- 460 -
-------
DATA IS IRANSfORMLD FOK OUTPUT AS FOLLOWS
TRANSFORMATION TRANSFOHMtD TPANSF. FACTORS FOR OLD CONSTITUENTS
SEOUKNCfc. OPtRATlDN CONSTITULNTS CONST1 CONST2 CONST3 CONST4 CONST5
1 MULTlPLICATluN 1 - b 1000.00 1000.00 0.0 0.0 0.0
2 ADDITION 3 AND 0 12000
3 LOG (BASE 10) 1-5 1 1 1 0 0
- 461 -
-------
THL FOLLOWING 8 JUNCTIONS HAVt TIMt PLC'TS
JUNCTION STARTING CYCLt tNOING CYCLE CYCLE INTtRVAL CON1 CON2 CUN3 CON4 CONS
(1=PLU1 0=NO PLOT)
25 1 1200 50 00100
25 800 1200 1 00100
36 1 1200 bO 00100
36 800 1200 1 00100
52 1 1200 50 00100
52 800 1200 1 00100
66 1 1200 50 00100
66 800 1200 1 00100
- 462 -
-------
ff 1
SEC1ION 2.2
DEHNE *>A1KR DUALITY CONSTITUENTS
************
THIS RUN CONSIDERS 7. CONSTITUENTS
CONSTITUENT 1 IS DECAYING H-CAL COLIFOPM (HPN/100HL)
CONSTITUENT 2 IS RESISTANT FECAL COLIFORM IMPN/100ML)
*«*»* TABLE OF IHANSfER Cl/t.f HC1 tNTS AM) FUNCTION OPERATORS *****
CNST(K) CO(l.K) CO(2,K) COO.K) CO(4,K) CO(b,K) hUNCl PUNC2 fUNC3 fUNC4 FUNC5 f UNC6 FUNC7 FIINC8 FUNC9 FUNC10 FUNC11 FUNC12
-1.00
0.0
0.0
-1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
c.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
Tilt TEMPERATURE FROM CYCLE
1 THROUGH CYCLE 2400 IS 27.0 DEGREES C
- 463 -
-------
TABLE Oi DECAY HftTffc CAT 70. C)
SIMULATION PEKIUD : AUGUST 1 - 15 , 1975
CONST1TULNT 1 IS DECAYING FtCAl, COLIKORM (MPN/100ML)
CONSTITUENT 2 IS REblSTAM EFCAL COLIHWM (MPN/100ML)
NUDE
1
2
3
4
5
6
7
e
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
26
29
30
31
32
33
34
35
36
37
38
39
40
»»******
CONS11
4.000
4.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
PRIMARY DECAY HATES *******
I/DAY (BASE E)
CUNST2 COMST3 CCJNST4 CONST5
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0. 150
0.150
0.150
0.150
O.lbO
0.150
0.150
0.150
0.150
0.150
0.150
0.150
O.lbO
0.150
0.150
0.150
0.150
0.150
0.150
0. 150
0.150
0.150
0. 150
0.150
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DECAY I/DAY
CONSTO CONSTO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 164 -
-------
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
6t>
67
68
69
70
71
72
73
74
75
76
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
0.150
0.150
0. 150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TEMPiRATURE. CORRtCTlON fACTOHS , THETA
1.000 1.000 1.000 1.000 1.000 1.000 1.000
- 465 -
-------
1APLE OF DbCAV HAT FS (AT 27. C)
SIMULATION PfRIOL) : AUGUST 1 - 15 , 1975
CONSTITUENT 1 IS DECAYING FECAL COLIHORM (MPN/100ML)
CONSTITUENT 2 IK RESISTANT fECAL COLIFORM (MPN/100ML)
NODE
1
2
3
4
5
6
7
e
9
10
11
12
13
14
15
16
17
ie
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
********
CONST1
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
PRIMARY DECAY RATES »«*****
I/DAY (BASK E)
CDNS12 CONST3 CUNS14 CONST5
0.150
0. 150
0.150
0.150
0.150
0.150
0.150
0. 150
0.150
0.150
0. 150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0. 150
0.150
0. 150
0.150
0. 150
0. 150
0. 150
0. 150
0.150
0. 150
0.150
0. 150
0. 150
0. 150
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SECONDARY
DKCAY I/DAY
CONSTO CONSTO
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 466 -
-------
41
42
43
44
45
46
47
48
49
bO
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
4.000
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0. 150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.150
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TtMPKPATURE COKKbCTlON fACTOPS , IHETA
1.000 1.000 1.000 1.000 1.000 1.000 1.000
- 467 -
-------
Sf.CTlON 2.3
SPECIFY kASTLWATER AND TP1HUTARY LUADS
SUMMARY OF POINT SOURCE INPUTS
SIMULATION PERIOD : AUGUST 1 - 15 , 1975
CONSTITUENT 1 IS DKCAYING FtCAL COLIFORM (MPN/IOOML)
CONSTHUtNT 2 IS RESISTANT FECAL COLIFUPM (MPN/IOOML)
MUNICIPAL AND INDUSTRIAL fcASTEWATEK AND TRIBUTARY INFLOW BY NODE
INPUT NAME M TYPE OF ******* fLOfc ****»**! UNADJUSTED CONC
NODE DISCHARGE DISCHARGE MGU CfS ! CONST1 CONST2
! ! !
21 GETTYOIL IND -7.90! ! 17.50!
! -12.24! 0.10!
NUDE TOTAL ! -12.24! !
24 1C1 001 IND ! -2.60! ! 15.00!
! -4.03! 0.10!
24 IC1 007 IND ! -1.00 ! 42.00!
! -1.55! 0.99!
NUUE TOTAL ! -5.56! !
25 WLMINGTN MUN ! -125.90! 40.00
! ! -195.14 9.95
NODE TOTAL ! ! -195.14
29 CHRISTIN TR1B ! -169.03! ! 52.00!
! ! -262.00! 0.07!
NODE TOTAL ! ! -262.00! !
30 BRNDYWIN TRIP -334.19! ! 12.00!
! -518.00! 0.07!
i
17.50!
0.00!
i
15.00!
0.00!
42.00!
0.00!
i
i
40.00!
0.05!
52.00!
0.02!
t
12.00!
0.02!
(MG/L) + ADJ. FACTORS ! ADJUSTED INPUT LOADS - 1000 LB/DAY
CONST3 CONST4 CONST5! CONST1 CONST2 CONST3 CONST4 CONST5
iiii
17.50! 17.50! 17.50! !
0.10! 0.00! 0.00! 0.11!
! ! ! 0.11!
15.00! 15.00! 15.00! !
0.10! 0.00! 0.00! 0.03!
42.00! 42.00! 42.00! !
1.00! 0.00! 0.00! 0.35!
! ! ! 0.3R!
40.00! 40.00! 40.00! !
9.97! 0.03! 0.04! 418.24!
! ! ! 418.24!
52.00! 52.00! 52.00! !
0.07! 0.02! 0.02! 5.50!
! ! ! 5.50!
17.00! 12.00! 12.00! !
0.07! 0.02! 0.02! 2.51!
! ! !
! ! !
0.00! 0.0 ! 0.0 ! 0.0
0.00! 0.0 ! 0.0 ! 0.0
iiii
0.00! 0.0 ! 0.0 ! 0.0 !
i i i i
0.00! 0.0 ! 0.0 ! 0.0 !
0.00! 0.0 ! 0.0 ! 0.0 !
iiii
2.10! 0.0! 0.0! 0.0!
2.10! 0.0 ! 0.0 ! 0.0 !
i i i i
1.83! 0.0! 0.0! 0.0!
1 ,B3i 0.0 ! 0.0 ! 0.0 !
iiii
0.84! 0.0 ! 0.0 I 0.0 !
- 468 -
-------
f 1 f l I i 1 i I
t j t
NODE TUTAL
-518.00!
2.51 !
O.H4 J
o.o !
0.0 !
0.0 !
34
34
3b
40
40
44
47
49
49
54
54
SUN OIL 1ND
BP OIL IND
NODE 1UTAL
CHtSIR C TRIB
NODE T01AL
CDCA KUN
DARBY CR TRIB
NODE TUTAL
PHILA SK MUN
NODE TUTAL
SCHULKIL TRIB
NODE TOTAL
PHILA SE MUN
CAMDEN M MUN
NODE T01AL
CAMDEN N MUN
COOPER R TRIB
NODE TOTAL
-88.00!
i
-49.00
-53.55!
i
i
-9.70!
1
-38. M!
i
i i
! -173.001
I 1
1 1
! -1333. 5b!
j i
t i
-125.00!
!
-21.90!
i
<
! -3.90!
1 I
! -20.65!
i i
i t
-136
-75
-212
-83
-83
-15
-60
-75
-268
-2bB
-2067
-2067
-193
-33
-227
-6
-32
-38
1
.40!
!
.95!
.35!
i
.00!
.00 !
.03
.00
.03!
1
.15!
.15!
i
.00!
.00!
!
.75!
i
.94!
.69!
.04!
i
.00!
.04!
16.00!
0.10!
19.00J
0.10!
i
53.00!
0.07!
i
21.00!
99.50!
30.00!
0.07!
i
23.00!
99.50!
i
7.50!
0.01!
!
58.00!
99.50!
10.00!
99.50!
!
i
10.00!
99.50!
21.00!
0.75!
!
16.00!
0.00!
19.00!
0.00!
t
53.00!
0.02!
!
21.00!
0.50!
30.00J
0.02!
i
23.00!
O.bO!
i
7.50!
0.00!
!
!
58.00!
0.50!
10.00!
0.50!
i
10.00!
0.50!
21 .00!
0.2i>!
i
16.00!
0.10!
19.00!
0.10!
1
53.00!
0.07!
!
21.00
99.70
30.00
0.07
23.00!
99.70!
!
7.50!
0.01!
!
58.00!
99.70!
K'.OO!
99.70!
t
10.00!
99.70!
21 .00!
0.75!
!
16.00!
0.00!
19.00!
0.00!
i
53.00!
0.02!
!
21.00!
0.30!
30.00!
0.02!
1
23.00!
0.30!
1
7.50!
0.001
1
58.00!
0.30!
10.00!
0.30!
i
10.00!
0.30!
21.00!
0.25!
!
16.00! !
0.00! 1.17!
19.00! !
0.00! 0.77!
! 1.94!
53.00! !
0.02! 1.78!
! 1.78!
21.00! !
0.40! 169.17!
30.00! !
0.02! 0.73!
! 169.90!
23.00! !
0.4013304.56!
13304.56!
7.50! !
0.00! 0.63!
! 0.63!
58.00! !
0.4016021.13!
10.00! !
0.40! 181.88!
16203.00!
10.00! 1
0.40! 32.39!
21.00! !
0.25! 2.71!
! 35.10!
i
0.01 !
!
0.00!
0.01 !
0.59!
0.59!
i
0.85!
t
0.24!
1.09!
i
16.61 !
16.61 1
i
0.21!
0.21 !
i
30.26!
i
0.91 !
31.17!
t
0.16!
i
0.90!
1.07!
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1
1
1
1
i
1
1
1
1
1
1
!
1
1
t
1
1
i
1
1
1
1
1
t
1
1
1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1
1
1
1
1
1
1
1
t
!
1
!
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0 !
1
0.0 !
0.0 !
1
0.0 !
0.0 !
1
0.0 !
t
0.0 !
0.0 1
1
0.0 !
0.0 1
t
0.0 !
0.0 1
t
0.0 !
I
0.0 !
0.0 !
i
0.0 !
i
0.0 !
0.0 !
- 469 -
-------
55
59
61
64
6b
66
69
73
75
PHILA NE MllN
NODE. TOTAL
PtNYt>ACK TRI8
NODE TOTAL
RANCOCAS TRIB
NODE TOTAL
BL1NCJTUN MUN
NODE TOTAL
NSHAMINY TRIB
NODE TOTAL
BRISTOL MUN
NODE TOTAL
LM BUCKS MUN
NODE. TOTAL
HAMILTON MUN
NOUE T01AL
TRENTON KUN
NODE TOTAL
! -199.001 !
! ! -308.45!
! ! -308.45!
-25.81! !
! -40.00!
! -40.00!
! -112.90! !
! ! -175.00!
! ! -175.00!
! -1.20! !
! ! -1.86!
! ! -1.86!
-103.23! !
! -160.00!
! -160.00!
! -2.60! !
! ! -4.03!
! ! -4.03!
-7.90! !
! -12.24!
! -12.24!
! -9.00! !
! ! -13.95!
! ! -13.95!
! -19.00! !
! -29.45!
! -29.45!
30.00!
99.50!
I
56.00!
0.07!
!
12.00!
0.07!
i
24.00!
0.10!
i
6.60!
0.07!
I
80.00!
0.10!
i
2.90!
0.10J
t
17.00!
0.10!
i
i
8.00!
9.95!
.
30.00 30.00!
0.50 99.70!
i
56.00! 56.00!
0.02! 0.07!
I 1
12.00! 12.00!
0.02! 0.07!
! !
24.00! 24.00!
0.00! 0.10!
1 t
6.60! 6.601
0.02! 0.07!
! !
80.00! 80.00!
0.00! 0.10!
1 1
2.901 2.90!
0.00! 0.10'
i i
17.00! 17.00!
0 . (J 0 ! 0.10!
i i
t i
8.00! 8.00!
O.Ob! 9.97!
i i
30.00!
0. 30!
!
56.00!
0.02!
1
12.00!
0.02!
i
24.00!
0.00!
b.60!
0.02!
80.00!
0.00!
I
2.90!
0.00!
i
17.00!
0.00!
!
8.00!
0.03!
30.00! ! !
0.4014958.08! 24.91!
M958.08! 24.91!
56.00! ! !
0.02! 0.90! 0.30!
! 0.90! 0.30!
12.00! ! !
0.02! 0.85! 0.28!
! 0.85! 0.28!
24.00! J !
0.00! 0.02! 0.00!
! 0.02! 0.00!
6.60! ! !
0.02! 0.43! 0.14!
! 0.43! 0.14!
80.00! ! !
0.00! 0.17! 0.00!
! 0.17! 0.00!
2.90! ! !
0.00! 0.02! 0.00!
! 0.02! 0.00!
17.00! ! !
0.00! 0.13! 0.00;
! 0.13! 0.00!
8.00! ! !
0.04! 12.67! O.Ob!
! 12.62! 0.06!
; ; i
0.0! 0.0! 0.0!
0.0 ! 0.0 ! 0.0 !
! ! !
0.0 ! 0.0 1 0.0 !
0.0 ! 0.0 ! 0.0 !
i i t
0.0 ! 0.0 ! 0.0 !
0.0 ! 0.0 ! 0.0 !
! ! !
0.0 ! 0.0 ! 0.0 !
0.0! 0.0! 0.0!
t i i
0.0 ! 0.0 ! 0.0 !
0.0 ! 0.0 ! 0.0 !
ill
0.0 ! 0.0 ! 0.0 !
0.0 ! 0.0 ! 0.0 !
iii
0.0 ! 0.0 ! 0.0 1
0.0 ! 0.0 ! 0.0 !
iii
0.0 ! 0.0 ! 0.0 !
0.0 ! 0.0 ! 0.0 !
! ! !
0.0 ! 0.0 ! 0.0 !
0.0 1 0.0 1 0.0 1
- 470 -
-------
f i i
r ! i i i i i i i i
i f i i i r
76 ASUNP INK TRIB ! -64.52
t
NUDE TOTAL !
-100
-100
i
.00!
.00!
29.00! 29.00!
O.bO! O.bO!
1 1
29.00! 29.001
0.50! O.bO!
t i
29.00! •
0.50! 7.81!
! 7.81 !
i
7.81 !
7.81 !
t i i
0.0 ! 0.0 ! 0.0 !
0.0 ! 0.0 ! 0.0 !
- 471 -
-------
SUMMARY Of DISCHARGE LOADS BY ZONE AND TYPE
INPUT
ZONE
1
1
1
2
2
2
3
3
3
4
4
4
5
5
5
TYPE OF NUMBER OF ! ADJUSTED INPUT LOADS - 1000 LB/DAY
DISCHARGE 01SCHAHGES ! CONKT1 COMST2 CONST3 CONST 4 CliNsTS
MUN
IND
TRIH
ZONt TOTAL
MUN
IND
TPIB
ZONt TOTAL
MUN
IND
TPIB
ZONt TOTAL
MUN
IND
TRIB
ZONE TOTAL
MUN
IND
TPIB
ZONE TOTAL
0
0
1
1
5
0
4
9
4
0
I
5
2
2
J
7 •
1
3
2
6
J 0.0 !
! 0.0 !
! 19.41!
! 19.41!
! 12.97!
! 0.0 !
! 9.99!
! 22.95!
;»»»»»*»;
! 0.0 !
! 2.71!
;»*»«»«* ;
J3473.73!
! 1.94!
! 3.13!
13478.80!
! 418.24!
! 0.50!
! 8.01!
! 426.75!
0.0 !
0.0 !
6.47!
6.47!
0.07!
0.0 !
8.53!
H.bO!
56.25!
0.0 !
0.90!
57.15!
17.46!
0.01 !
1.04!
16.51 !
2.10!
0.00!
2.67!
4.78!
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0 !
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
! INPUT LOADS - PERCENT Of ZONE BY TYPE
! CONST1 CONST2 CONST3 CONST4 CONST5
! 0.0 !
1 0.0 1
1 100.001
! 0.13!
! 56.49!
1 0.0 1
1 43.511
! 0.15!
! 99.98!
1 0.0 1
1 0.021
! 73.93!
! 99.85!
1 0.061
1 0.091
! 22.97!
! 98.01!
1 0.121
1 1.881
! 2.B2!
0.0 !
0.0 1
100.001
6.78!
0.76!
0.0 1
99.241
9.00!
98.42!
0.0 1
1.581
59.84!
94.31!
0.051
5.641
19.38!
44.01!
0.051
55.931
5.00!
0.0 I
0.0 1
0.0 1
0.0 !
0.0 !
0.0 I
0.0 1
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0 !
0.01
0.0 1
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0 !
0.0 1
o;o i
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0 !
0.0 1
0.0 1
0.0 !
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
t
I
1
1
1
1
t
1
1
1
1
1
1
1
1
I
t
1
1
1
1
1
1
t
1
GRAND TOTAL
28
15144.08 95.51
0.0
0.0
0.0
- 472 -
-------
SECTION 2.4
Sl'ECUY MTEP VUALITV BOUNDARY CONDITIONS
SfcAKARD HOUNDAKY CONDITIONS
NODE 1 : COURTHOUSE FT , MAK»LAND
' Cl"l ' PLK10D = 2400 CYCLKS
START
CYCLE-
DURATION
(CYCLES)
CONST1
(MG/L)
CONST2
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.00
0.02
START
CYCLK
DURATION
(CYCLES)
NODE 2 !
' C1NMAX
CUNST1
(MG/L)
LISTUN t>T , DKLAWAHE
' PERIOD = 2400 CYCLES
CONST2
(MC.YL)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.01
0.00
UPSTREAM BOUNDARY CONDITIONS
NODE 7b RFC1EVES VARYING LOADS KRUM DELAWAHt (RIVR)
Dl.SCHAHGt. PERIOD = 2400 CYCLES
START
CYCLE
DURATION
(CYCLES)
fLOW
(CfS)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
-78BO.OO
0.4b
O.lb
-------
************t********t*******************4******t***********************«**»********************t*t***t**t*»*t**t****tt4
SECTION 2.5 PRINT HYDKAUL1C INPUTS
*********************t*t*******t****t*********«*t**t**********************t*****************t***********t***tt***********t*********
JUNCTION HEAD AND HYD. RADIUS AND X-SECT10NAL AKEA OF CHANNELS ARF, AT MEAN TIDE. **
****************************
CHAN. LENG1H *IDTH AHEA
CHANNEL DATA I****************************
MANNING NET f LUli HYD. RADIUS JUNC. AT ENDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
7000.
11000.
11000.
11000.
11000.
1 1000.
11000.
15679.
14994.
14994.
14994.
11995.
19326.
7330.
8996.
8996.
8996.
13661.
8996.
13661.
10662.
9663.
10996.
13994.
13661.
11995.
11995.
9330.
9330.
9330.
9330.
9330.
11995.
11995.
11995.
13328.
11995.
10662.
11995.
7330.
7330.
6331.
11995.
8996.
6331 .
11995.
11995.
2400.
850.
650.
600.
600.
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
5331 .
3800.
5600.
3400.
6000.
4900.
7600.
3900.
8996.
8274.
6942.
1000.
722.
389.
278.
389.
0163.
7441.
6997.
5720.
4054.
3887.
4332.
2443.
2100.
2600.
4942.
300.
1944.
2388.
349').
31042.
24479.
18647.
17093.
16918.
13768.
12384.
11039.
212742.
183011.
119235.
78133.
11956.
68899.
8622.
32726.
40389.
53787.
23845.
70398.
45839.
48016.
98327.
66887.
149B54.
146746.
145752.
14333.
7506.
3595.
2289.
2239.
148160.
128240.
1 14339.
1 14952.
90971 .
63«85.
85987.
15694.
18473.
29988.
92486.
1799.
13392.
28789.
77940.
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.015
0.015
0.015
0.015
0.015
0.016
0.016
0.016
0.016
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
O.OVO
0.020
1539.43
1539.41
1539.43
1539.40
1539.41
1539.38
1539.39
1539.39
-13197.96
-13198.80
-16448.20
1539.33
3249.09
5736.47
-16.39
-16.17
-15.61
6690.48
9001 .87
-27337.84
6690.36
9001 .70
6690.25
-18336.19
-11646.09
-11646.25
-11646.41
-780.04
-262.06
-262.07
-262.05
-517. 9B
-10866.51
-10866.80
-10866. BO
-10867.02
-11728.44
910.37
-11645.45
910.35
910.36
-24.01
-10711.0?
-60.01
3b.03
36.07
-10710.95
12.9
28.8
28.7
28.5
28.2
22.9
20.6
18.4
16.4
15.5
15.5
17.4
7.0
9.1
8.6
7.6
7.6
14.2
4.3
20.7
7.6
9.8
12.9
17.2
16.7
17.7
21.0
14.3
10.4
9.2
8.2
5.8
18.2
17.2
16.3
20.1
27.4
16.4
19.8
6.4
8.b
11 .5
lb.7
6.0
6.9
12.1
22.3
1
3
4
5
6
7
8
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
25
26
27
28
26
25
31
32
33
34
34
36
35
37
38
38
39
39
41
42
3
4
5
6
7
8
9
10
11
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
26
27
28
29
30
31
32
33
34
3b
35
38
37
38
39
42
40
41
43
43
************** JUNCTION DATA
JUNC. INELOW
1
2
3
4
5
6
7
8
9
10
1 1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-262.0
-518.0
0.0
0.0
0.0
-49.0
0.0
-83.0
0.0
0.0
0.0
-60.0
0.0
0.0
-24.0
0.0
0.0
0.0
-2067.0
HEAD
0.10
-0.07
0.10
0.10
0.10
0.10
0.11
0.11
0.10
0.09
-0.03
0.01
0.09
0.10
0.19
0.19
0.19
0.11
0.14
0.14
0.21
0.21
0.24
0.25
0.26
0.27
0.27
0.26
0.26
0.29
0.29
0.32
0.35
0.37
0.38
0.40
0.43
0.43
0.44
0.41
0.4H
0.46
0.48
O.bO
0.51
0.52
0.52
***********
CHANNELS ENTERING JUNCTI
1
9
1
2
3
4
5
6
7
8
9
10
11
13
15
16
17
18
19
20
21
23
25
26
27
28
29
30
31
32
33
34
35
36
38
37
40
39
42
44
45
43
46
48
49
50
51
0
0
2
3
4
5
6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
29
30
31
0
0
34
35
36
37
40
39
41
41
44
0
46
47
47
49
50
51
0
0
0
0
0
0
0
0
0
0
0
0
13
14
15
0
0
0
0
0
24
0
25
0
0
33
32
0
0
0
0
0
0
0
38
0
0
0
42
45
0
0
0
48
52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 474 -
-------
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
14994.
10662.
10662.
10662.
11995.
11995.
8996.
11995.
10329.
6331.
8996.
11995.
7997.
9674.
9007.
9674.
9674.
9674.
9007.
9007.
9007.
9508.
6331.
9508.
11009.
7839.
'839.
9674.
10842.
12009.
9007.
6005.
7506.
8000.
8000.
3998.
750.
611.
555.
38R7.
2832.
167.
2332.
2R88.
1400.
300.
3165.
2499.
3195.
300.
2474.
2752.
2419.
600.
2863.
2391.
1890.
334.
1640.
1307.
862.
834.
1362.
1334.
1418.
1362.
334.
1473.
1168.
862.
89676.
9224.
10216.
7346.
86115.
66008.
2119.
65651.
76207.
19081.
2091.
74005.
30571.
65797.
3453.
52892.
58386.
47327.
8262.
49229.
44320.
3B949.
4628.
37847.
31421.
14330.
14004.
31621.
32490.
29466.
22H53.
3833.
21551.
16973.
9652.
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
U.020
0.020
0.020
0.020
0.020
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.035
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
-10650.69
-2067.88
-2067.64
-2067.23
-B502.41
-8582.29
0.01
-8582.16
-8582.17
-94B.65
-31.97
-7633.55
-916.71
-8295.45
-13.98
-8281 .66
-8281 .68
-8282.13
-174.87
-8107.45
-8107.51
-8107.66
-159.87
-7948.16
-6300.30
-1648.29
-1648.41
-7948.96
-7948.75
-7948.03
-7946.87
-64.13
-7881 .72
-7880.84
-7880.27
22.4
12.3
16.7
13.2
22.2
23.3
12.7
28.2
26.4
13.6
7.0
23.4
12.2
20.6
11 .5
21.4
21 .2
19.6
13.8
17.2
18.5
20.6
13.9
23.1
24.0
16.6
16.8
23.2
24.4
20.8
16. 8
1 1.5
14.6
14.5
11.2
43
44
45
46
44
48
49
49
51
52
53
52
53
55
56
56
58
59
60
60
62
63
64
64
66
66
67
68
69
70
71
72
72
74
75
44
45
46
47
48
49
50
51
52
53
54
55
55
56
57
58
59
60
61
62
63
64
65
66
68
67
68
69
70
71
72
73
74
75
76
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-7880.0
0.51
0.52
0.52
0.53
0.54
0.54
0.53
0.55
0.56
0.56
0.59
0.61
0.64
0.64
0.67
0.69
0.71
0.71
0.73
0.73
0.74
0.77
0.79
0.83
0.88
0.88
0.92
0.98
1.18
52
53
54
55
56
57
58
59
61
62
63
64
65
66
67
68
69
70
71
73
72
75
76
77
78
79
80
81
82
53
54
0
56
57
58
0
60
62
0
64
65
66
0
68
69
70
0
72
74
74
76
77
78
79
0
81
82
0
0
55
0
0
59
60
0
61
63
0
0
0
67
0
0
0
71
0
73
0
75
0
0
0
80
0
0
0
0
- 475 -
-------
SECTION 2.6
SPECIFY INITIAL WATth QUALITY CONDITIONS
«»*»««****»***»************»»*»«**»*******»*** WATEK DUALITY DATA ****»**»»*»»»«
* FIRST CONSTIIUENT * SECOND CONSTITUENT * THIRD CONSTITUENT * FOURTH CONSTITUENT * FIFTH CONSTITUENT *
INITIAL INFLOVv INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW
JUNC. INFLOW CONC. LOAD. CONC. LUAD. CONC. LOAD CONC. LOAD CONC. LOAD
1
2
3
4
5
b
7
8
9
10
11
12
13
14
15
16
17
IB
19
20
21
22
23
24
25
26
27
28
29
30
31
32
3J
U
35
36
37
38
39
40
41
42
43
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-12.2
0.0
0.0
-5.6
-195.1
0.0
0.0
0.0
-262.0
-518.0
0.0
0.0
0.0
-212.3
0.0
-83.0
0.0
0.0
0.0
-75.0
0.0
0.0
0.0
0.10
0.10
0.10
0.10
0.10
0. 10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0. 10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1 .00
10.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.11
0.0
0.0
0.38
418.24
0.0
0.0
0.0
5.50
2.51
0.0
0.0
0.0
1.94
0.0
1. 78
0.0
0.0
0.0
169.90
0.0
0.0
0.0
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
O.Ob
O.Ob
0.06
0.06
0.06
0.06
0.06
0.06
0.06
O.Ob
0.06
0.50
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.00
2.10
0.0
0.0
0.0
1.83
0.84
0.0
0.0
0.0
0.01
0.0
0.59
0.0
0.0
0.0
1 .09
0.0
0.0
0.0
- 476 -
-------
„+ r* r^ -« occ o ^ O o o *(N
in»nminknininu^mininif)O oooo oooooooooooooooo
ooooooooooo oooooo oooooooooooooooo
OCC Olf) (N^r* fM fiC
-^OOOOJ>OXO OO^1 — 000000«-«0 s
ooooooooooooooooooooooooooooooooo
OOOOOOOOOOOOOOOOOOOOO—^— —'-1 — •-•""-^-^—•^
-------
M*********************************************************************************************
S6.CT1UN 2.8 StT ADVfCIlVt. AND DISHtkSlVF. TRANSPORT t ACTORS
TRANSPORT I ACTCIHS
CHANNEL
NUMBKR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
IB
19
20
21
22
23
24
?5
2b
27
28
29
30
31
32
33
34
35
3b
37
38
39
40
41
42
43
44
VARYING t
FLOOD TlUfc
.00
.00
.00
.00
.00
.00
.00
.00
0.60
0.33
0.20
1.00
0.'20
0.20
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
DVF.CTION
EBB T1UF.
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.33
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.10
0.0
0.0
0.0
0.25
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
t>IFFUS10f
C4
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
100.00
75.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
25.00
25.00
2b.OO
10.00
1.00
1 .00
1.00
1 .00
1.00
1 .00
1 .00
1.00
1.00
1 .00
1.00
1.00
1.00
1.00
1.00
1 .00
1 .00
1 .00
^ FACTOR
A:S(JMI/
1.14
4.60
7.78
10.29
12.02
13.60
14.99
16.04
10.40
10.73
11.09
1.02
2.02
1.11
5.25
1.04
0.40
4.77
0.90
8.97
2.82
0.68
0.95
4.16
2.46
1.01
0.11
0.02
0.02
0.03
0.02
0.01
0.09
0.09
0.09
0.10
0.12
0.02
0.11
0.03
0.03
0.03
0.09
0.02
- 478 -
-------
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
76
79
80
81
82
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0^67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
! ! I
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
1 .00
1.00
1 .00
1 .00
1 .00
1 .00
1 .00
1.00
1 .00
1.00
1.00
1.00
1 .00
1 .00
1.00
1 .00
1.00
1.00
1 .00
1.00
1.00
1 .00
1.00
1 .00
1 .00
1.00
1.00
1 .00
1 .00
1.00
1.00
1.00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
0.03
0.02
0.12
0.11
0.03
0.02
0.01
0.10
0.12
0.01
0.14
0.10
0.04
0.01
0.07
0.02
0.08
0.01
0.09
0.08
0.08
0.01
0.06
0.06
0.07
0.01
0.07
0.06
0.03
0.02
0.06
0.06
0.04
0.03
0.00
0.02
0.02
0.03
- 479 -
-------
»«»»»»»»*»»»««»»********«»»»»*»*»***»**»»«**»**»»»*»**»***»******»*****»»*«***»***»***»*»***»*»******»*»***»*****»»*»»»*«*»«»*»***»
StCTION 3.0 SIMULAlt ViAlE.R QUALITY CONDITIONS (MAIN QUALITY LOOP)
*
*»**»**»*»»»*****»*»**«»*»*****»**«««**»*»»»**»»**»«**»*******»»*»***»»********+*»***»*«»********«»»*«*»«»***»*****»»****»*»***»*«»
- 480 -
-------
f i f
f i
r i
HIGH SLACK PKLDICIUINS
JUNCTION
NUMBER
2
11
12
13
20
22
23
24
25
_ 31
32
33
34
36
_ 38
42
43
44
48
_ 49
HtAD
(FT)
1.5517
1. 7957
1.4382
1.8378
2.091 1
1.8274
2.0443
2.2249
2.3967
2.5461
2.1348
2.3252
2.5230
2.6784
2.8251
2.4187
2.6028
2.8276
2.9832
3.1638
1ST. CONSTIT.
(MGL)
CYCLE. 800
1 .00
-4.00
CYCLt 801
-5.54
-4.00
-1.01
CYCLE 802
-4.00
1.30
-1.17
2.47
2.39
CYCLE 803
2.37
2.18
1.80
1.36
-4.00
CYCLE. 804
2.18
-4.00
3.70
?.oo
4.12
CYCLE. 805
2ND. CONSlll
(MGL)
16 DAYS,
0.70
1.14
16 HAYS,
1 .09
1.41
1 .27
16 DAYS,
1.65
1 .82
1.96
?.08
2.19
16 DAYS,
2.27
2.36
2.45
2.51
2.59
16 DAYS,
2.65
2.73
2.B3
2.&4
7.91
16 DAYS,
3HD. CUNS11T.
(MGl.)
16.00 HOUhS
1 .18
1.14
16.50 HOUHfc
1 .09
1.41
1.28
17.00 HOl'hS
1 .65
1.93
1 .96
2.62
2.60
17.50 HOURS
2.63
2.58
2.54
2.54
2.59
18.00 HOUHS
2.78
2.73
3.75
3.23
4.15
18.50 HULKS
- 481 -
-------
51
52
55
56
58
59
bO
62
63
64
66
68
69
70
71
_ n
74
75
76
2
3
3
3
3
3
3
j
3
3
3
4
4
4
4
4
4
4
4
.8526
.0049
.1371
.2768
.4354
.5633
.6945
.4914
.6530
.6332
.9953
.1414
.2815
.4083
.5221
.5951
.3412
.4045
.5145
4
3
4
4
3
3
3
CVCLt
2
1
0
0
-0
0
0
1
1
CVCLF.
2
2
2
.04
.79
. 17
.03
.88
.53
.06
806
.41
.71
.77
.23
.11
.02
.54
.73
.83
807
.34
.75
.65
2.89
2.82
2.77
2.67
2.48
2.26
2.16
16 DAIS,
2. 15
2. IP
2.23
2.27
2.32
2.35
2.39
2.43
2.47
16 UA1S,
2.50
2.52
2.53
4
1
4
4
3
3
3
19.00 HUUKS
2
2
2
2
2
2
2
2
2
19.50 HUUHS
2
2
2
.07
.84
.19
.04
.90
.55
.11
.60
.31
.25
.28
.32
.36
.40
.4b
.56
.73
.95
.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
- 482 -
-------
1 i 1
WATEH QUALITY SUMMARY
STARTS AT CYCLE BOO ( 16 DAKS lb.0 HOURS)
***************
ENDS AT CYCLE H50
*******
C 17 DAYS 17.0 HOURS)
JUNC
CONSTITUENT 1
MIN MAX AVE
CONSTITUENT 2
M1N MAX AVE
CONSTlTUtM 3
MIN MAX AVE
CONSTITUENT 4
MIN MAX AVt
CONSTITUENT 5
MIN MAX AVE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
4fl
0
-6
-0
-0
-0
-0
-0
-0
-0
-0
-6
-5
-4
-3
-0
-0
-1
-0
-4
-4
-4
-4
1
-4
2
0
1
1
2
2
0
1
0
1
1
-4
-4
-4
2
4
2
2
-4
3
-4
-1
0
2
.39
.46
.52
.76
.85
.91
.95
.96
.77
.63
.46
.57
.00
.24
.34
.45
.04
.11
.00
.00
.00
.00
.21
.00
.39
.93
.47
.10
.52
.62
.77
.57
.64
.09
.72
.00
.00
.00
.01
.19
.38
.11
.00
.68
.00
.32
.64
.97
0.39
1.00
0.25
0.12
-0.01
-O.lb
-0.34
-0.48
-0.40
0.25
0.64
1.23
1.69
1.06
0.95
0.40
-0.53
1.57
1.16
2.07
1.93
2.27
2.44
2.57
2.70
2.47
2.03
2.10
2.69
2.82
2.55
2.44
2.35
2.90
2.40
3.32
3.18
3.52
3.25
4.44
3.37
3.71
3.84
4.05
3.54
2.54
I. 42
4.04
0.
-0.
-0.
-0.
-0.
-0.
-0.
-0.
-0.
-0.
-1 .
-1.
-0.
0.
0.
-0.
-0.
0.
-0.
0.
0.
0.
1.
1 .
2.
1.
1 .
1 .
2.
2.
1 .
2.
1 .
1 .
2.
1 .
1 .
1 .
2.
4 .
2.
3.
1.
3.
1 .
1.
1 .
3.
39 1.40
46 0.70
06 0.34
28 0.70
43 0.88
55
64
70
61
20
96
46
66
08
33
01
79
73
05
00
58
40
94
25
.00
.08
.13
.19
.32
.13
.09
.41
.52
.47
.45
.35
.61
.49
.27
.65
.65
.82
.96
57 2.08
80 2.40
M 2.55
66 2.71
59 2.91
70 2.36
82 2.19
02 2.27
77 2.36
97 2.45
08 2.6?
90 2.51
47 2.59
5b 2.59
92 2.71
29 2.98
94 2.74
07 2.65
B; 2.73
88 2.83
69 -1.13
06 -0.24
20 1.28
72 2.H4
1 .40
1 .61
1.15
1.12
1.21
1.27
1.33
1.37
1.41
1 .47
1.62
1.76
1 .89
1.75
1.77
1.56
1.40
1.88
1.66
2.05
1.99
2.15
2.25
2.33
2.41
2.66
2.74
2.86
2.96
2.46
2.49
2.58
2.65
2.74
2.67
2.81
2.77
2.83
2.80
3.08
2.78
2.86
2.86
2.BB
2.53
1.54
1.37
2.90
1.40 1.44
1.29 1.13
0.75 0.57
0.95 0.79
1.07 0.93
1.14
1.21
1.26
.31
.39
.37
.48
.65
.63
.60
.50
.37
.73
.56
.70
1.79
1.91
2.04
2.15
.03
.09
. 14
.19
.34
.13
.09
.41
.54
.48
.46
.35
.62
.49
.27
.66
.65
.93
.96
2.25 2.58
2.53 2.59
2.64 2.65
2.78 2.72
2.94 3.06
2.43 2.85
2.33 2.35
2.42 2.54
2.50 2.51
2.60 2.54
2.65 2.69
2.67 2.54
2.66 2.60
2.72 2.59
2.77 2.79
3.02 4.2?
2.76 2.90
2.77 2.77
2.B1 2.73
2.B6 3.74
1.56 -0.7f>
0.73 -0.09
1.32 1.37
2.87 3.21
- 483
.44
.65
.18
.14
.21
.28
.33
.38
.42
.47
.67
.87
2.10
1.79
1 .81
1.59
1.40
2.05
1.78
2.36
2.26
2.51
2.64
2.73
2.86
2.76
2.77
2.93
3.15
2.95
2.75
2.69
2.83
3.13
2.«6
3.44
3.32
3.60
3.3B
4.4b
3.47
3.77
3.88
4.08
3.58
2.58
1.70
4.07
-
1.44
1.38
0.85
0.99
1.09
1.16
1.21
1.26
1.32
1 .41
1.38
1.50
1.71
1.66
1 .63
1.52
1.38
1.80
1.59
1.81
1 .88
2.08
2.32
2.42
2.74
2.67
2.70
2.82
3.10
2.89
2.54
2.60
2.61
2.73
2. 76
2.90
2.84
3.07
3.18
4.31
3.18
3.31
3.42
3.93
2.26
1.32
1.58
3.79
-------
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
4.11
4.00
3.45
3.66
2.26
3.69
4.03
1.45
1.63
2.37
4.00
4.00
1.07
4.00
1.25
0.53
1 .58
0.09
0.55
0.18
0.02
0.54
1.23
1.83
1.24
2.32
2.75
2.64
4.29
3.55
4.12
4.09
4.04
3.81
4.25
4.07
3.06
3.89
3.53
3.06
1.69
2.45
1.73
0.77
1 .68
0.30
-0.08
0.50
0.95
1.34
1.82
2.27
1.66
2.56
2.80
2.68
4
1
3
3
3
3
4
3
2
3
1
0
1
0
0
0
1
0
-0
0
0
1
1
2
1
2
2
2
.22
.75
.76
.90
.50
.74
.14
.16
.33
.24
.63
.85
.38
.20
.13
.08
.62
.19
.28
.13
.54
.00
.56
.08
.48
.46
.77
.66
2
2
2
2
2
2
2
1
-0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
2
2
2
.78
.55
.60
.54
.58
.98
.37
.93
.01
.13
.12
.13
.18
.15
.18
.23
.10
.27
.30
.32
.35
.39
.43
.47
.87
.50
.51
.52
2.93
2.64
2.89
2.B2
2.71
3.12
2.78
2.67
1.69
2.48
2.26
2.21
2. 19
2.25
2.28
2.31
2.15
2.35
2.34
2.38
2.41
2.43
2.47
2.49
2.14
2.51
2.52
2.53
2.87
2.60
2.76
2.69
2.65
3.04
2.60
2.31
1.13
2.25
2.16
2.17
2.19
2.20
2.24
2.27
2.13
2.31
2.32
2.35
2.38
2.41
2.45
2.48
2.02
2.51
2.52
2.52
4.
2.
3.
3.
2.
3.
4.
2.
1.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
1.
2.
2.
2.
14
55
51
70
82
78
04
05
70
58
12
15
22
18
21
24
24
2H
30
32
36
40
46
56
96
72
95
88
4.31
3.60
4.14
4.10
4.06
3.8B
4.26
4.09
3.08
3.91
3.55
3.11
2.31
2.63
2.32
2.31
2.25
2.35
2.34
2.38
2.42
2.46
2.55
2.70
2.26
2.H4
2.98
2.91
4.24
3.16
3.81
3.93
3.61
3.82
4.15
3.29
2.36
3.31
2.71
2.44
2.25
2.30
2.26
2.28
2.25
2.32
2.32
2.35
2.39
2.43
2.51
2.63
2.13
2.79
2.97
2.90
- 484 -
-------
i i
f i i
i J
i j i i I
STARTS AT CYCLE 800 ( 16 DAYS lb.0 HOUHS)
WATfcJ' OUALITy faUMMAKY
******************************************
ENDS AT CYCLE H50 C 17 DAYS 17.0 HOURS)
JUNC
CONSTITUENT 1
M1N MAX A V K
CONSTITUENT 2
M1N MAX AVE
CONSTIIUtMT J
H1N MAX AVL
CONSTITUENT 4
MIN MAX AVE
CONSTITUENT 5
MIN MAX AVE
1
2
3
4
5
6
7
8
9
lu
11
12
1 J
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
0
-6
-0
-0
-0
-0
-0
-0
-0
-0
-6
-b
-4
-3
-0
-0
-1
-0
-4
-4
-4
-4
1
-4
2
0
1
1
2
2
0
1
0
1
1
-4
-4
-4
2
4
2
2
-4
3
-4
-1
0
2
. }9
.46
.52
.76
.85
.91
.95
.96
.77
.63
.46
.57
.00
.24
.34
.45
.04
.1 1
.00
.00
.00
.00
.21
.00
.39
.93
.47
.10
.52
.62
.77
.57
.64
.09
.72
.00
.00
.00
.01
.19
.38
.11
.00
.6»
.00
.32
.64
.97
0
1
0
0
-0
-0
-0
-0
-0
0
0
1
1
1
0
0
-0
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
3
3
3
4
3
2
1
4
.39
.00
.25
.12
.01
.16
.34
.48
.40
.25
.64
.23
.69
.Ob
.95
.40
.53
.57
.16
.07
.93
.27
.44
.57
.70
.47
.03
.10
.69
.82
.55
.44
.35
.90
.40
.32
.18
.52
.25
.44
.37
.71
.84
.05
.54
.54
.4«>
.04
0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-1
-1
-0
0
0
-0
-0
0
-0
0
0
0
1
1
2
1
1
1
2
2
1
2
1
1
2
1
1
.39 1.40
.46 0.70
.06 0.34
.28 0.70
.43 0.88
.55
.64
.70
.61
.20
.96
.46
.66
.08
.33
.01
.79
.73
.05
.00
.58
.40
.94
.25
.00
.08
. 13
.19
.32
.13
.09
.41
.52
.47
.45
.35
.61
.49
.40
.61
.40 1.44
.29 1.13
.15 0.75 0.57
.12 0.95 0.79
.21
.27
.33
.37
.41
.47
.62
.76
.89
.75
.77
.56
.40
.88
.66
.27 2.05
.65 1.99
.65 2.15
.07 0.93
.14 .03
.21 .09
.26 .14
.31 .19
.39 .34
.37 .13
.48 .09
.65 .41
.63 .54
.60 .48
.50 .46
.37 .35
.73 .62
.56 .49
.70 .27
.79 1.66
.91 1.65
.82 2.25 2.04 1.93
.96 2.33 2.15 1.96
.57 2.08 2.41 2.25 2.58
.80 2.40 2.66 2. 53 2.59
./I 2.55 2.74 2.64 2.65
.66 2.71 2.86 2.78 2.72
.59 2.91 2.96 2.94 3. Ob
.70 2.36 2.46 2.43 2.85
.82 2.19 2.49 2.33 2.35
.02 2.27 2.58 2.42 2.54
.77 2.36 2.65 2.50 2.51
.97 2.45 2.74 2.60 2.54
.08 2.6? 2.67 2.65 2.69
.90 2.51 2.81 2.67 2.54
.47 2.59 2.77 2.66 2.60
1.55 2.59 2.83 2.72 2.59
2
4
2
3
1
3
1
1
1
3
.92 2.71 2.80 2.77 2.79
.29 2.98 3. OH 3.02 4.22
.94 2.74 2.78 2.76 2.90
.07 2.65 2.86 2.77 2.77
.8/ 2.73 2.86 2.81 2.73
.88 2.83 2.88 2.86 3.74
.69 -1.13 2.53
. 5 b - 0 . 7 h
.06 -0.24 1.54 0.73 -0.09
.20 1.28 1.37
.32 1.37
.72 2.B4 2.90 2.87 3.21
.44 1.
.65 1.
.18 0.
.14 0.
.21 1.
.26 1.
.33 1.
.38 1.
.42 1.
.47 1 .
.67 1 .
.87 1.
.10 1.
.79 1.
.81 1.
.59 1.
.40 1 .
2. Ob 1.
1.78 1.
2.36 1.
2.26 1.
2.51 2.
2.64 2.
2.73 2.
2.86 2.
2.76 2.
2.77 2.
2.93 2.
3.15 3.
2.95 2.
2.75 2.
2.69 2.
2.83 2.
3.13 2 .
2.86 2.
3.44 2.
3.32 2.
3.60 3.
3.3B 3.
4.46 4.
3.47 3.
3.77 3.
3.88 3.
4.0fi 3.
3.58 2.
2.58 1.
1.70 1.
4.07 3.
44
38
85
99
09
16
21
26
32
41
38
50
71
66
63
52
38
80
59
81
88
08
32
42
74
67
70
82
10
89
54
60
61
73
It,
90
84
07
18
31
18
31
42
93
26
32
58
79
- 483 -
-------
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3 1
i \ i
i i I i
I j 1 j
s 1 I J £ 1
k J £
? k. 1 I « i
LOW SLACK PKtDKTIONS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
_ 25
31
32
33
- 34
36
38
42
_ 43
44
48
49
HF.AD
(FT)
-0.9948
-1.2327
-0.7069
-1.1629
-1.5285
-1.1872
-1.4942
-1.7589
-1 .9933
-1.3223
-1.5936
-1.8733
-2.10-M
-1.4259
-1.7305
-1 .9449
-2.1394
-1 .6462
-1.8908
-2.1318
************
1ST. CONSTIT
(MGL)
CYCLf 1064
0.56
0.64
CYCLt 1065
1.23
I.b9
2.07
CYCLt 1066
2.24
2.37
2.39
2.54
CYCLE. 1067
0.77
1.83
2.35
2.90
CYCLt 1068
3.32
3.52
3.71
3.84
CYCLE 1069
4.05
4.00
4.24
**************
2ND. CONfcTlT
(MGL)
22 DAVS,
1.65
1 .66
22 DAYS,
1.79
1.91
2.07
22 DAYS,
2.16
2.26
2.34
2.42
22 DAYS,
2.50
2.59
2.66
2.74
22 DAYS,
2.81
2.83
2.86
2.86
22 DAYS,
2.87
2.85
2.78
CONCKNTRAIUIN FACTORS
3RD. CONSTIT. 4TH
(MGL)
4.00 HUUHS
1 .68
1.70
4.50 HOURS
1.90
2.12
2.37
5.00 HOUPS
2.50
2.62
2.67
2.79
5.50 HOURS
2.50
2.66
2.83
3.13
6.00 HOURS
3.44
3.60
3.77
3.88
6.50 HOURS
4.08
4.03
4.25
- 485 -
**************************
. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL)
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-------
51
52
55
56
_ 58
59
60
62
63
_ 64
66
68
69
70
71
72
_ 74
76
-2
-1
-1
-2
-2
-1
-1
-2
-2
-2
-1
-1
-2
-2
-2
-1
-2
-0
.3012
.7276
.9346
.1232
.2700
.5720
.8468
.0390
.1636
.2396
.7516
.9550
.1250
.2396
.2856
.9365
.0499
.94B2
3
CYCLE.
3
4
1
2
CYCLE.
-0
-0
-0
-0
0
CYCLE.
0
0
0
1
1
CYCLE.
2
2
CYCLE.
2
.47
1070
.98
.09
.45
.42
1071
.27
.53
.46
.04
.19
1072
.30
.50
.95
.34
.82
1073
.26
.55
1074
.67
2.61
2? DAKS,
2.54
2.37
1 .93
2.17
22 DAYS,
2.14
2.21
2.25
2.28
2.31
22 DAYS,
2.35
2.38
2.41
2.43
2.47
22 DAKS,
2.49
2.51
22 DAYS,
2.52
3
7.00 HUUHS
)
4
2
2
7.51) HdUPb
2
2
2
2
2
B.OO HOURS
2
2
?
2
2
8.50 HUUHS
2
2
9.00 HOUKS
2
.52
.99
.10
.05
.61
.14
.21
.25
.28
.31
.35
.38
.4?
.46
.55
.t>9
.83
.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
- 486 -
-------
i i
t E
WATEK QUALITY MWMAKY
STARIS AT CYCLF 1050 ( 21 DAKS 21.0 HOURS)
**»»»»»**»»*»*****«*»***»**»*»******»*****
ENDS AT CYCLE 1100 ( 22 DAYS 22.0 HOURS)
JUNC
CONSTITUENT 1
M1 N MAX AVE
CONSTITUENT 2
M1N MAX AVE
CUNSTlTUtNT j
M1N MAX AVE
CONSTITUENT 4
M1N MAX AVE
CONSTITUENT 5
MIN MAX AVE
1
•i
3
4
5
b
7
e
9
10
11
12
1 j
14
15
Ib
17
18
19
20
21
22
23
24
25
2b
27
28
29
JO
31
32
33
34
35
3b
37
38
39
40
41
42
43
44
45
46
47
48
0
-b
-0
-0
-0
-0
-0
-0
-0
-0
-b
-b
-4
-3
-0
-0
-1
-0
-4
-4
-4
-4
1
-4
2
0
1
1
2
2
0
1
0
1
1
-4
-4
-4
2
4
2
2
-4
3
-4
-1
0
2
.39
.76
.52
.76
.85
.91
.95
.96
.77
.63
.76
.86
.00
.56
.34
.45
.04
.11
.00
.00
.00
.00
.21
.00
.39
.93
.47
.10
.52
.62
.77
.57
.64
.09
. 72
.00
.00
.00
.01
.19
.38
. 1 1
.00
.68
.00
.32
.64
.97
0
1
0
0
-0
-0
-0
-0
-0
0
0
1
1
1
0
0
-0
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
3
3
3
4
3
2
1
4
.39
.00
.25
.12
.01
.16
.34
.48
.40
.25
.64
.23
.69
.06
.95
.40
.53
.57
.16
.07
.93
.27
.44
.57
.70
.47
.03
.10
.69
.82
.55
.44
.35
.90
.40
.32
. 18
.52
.25
.44
.3;
. 71
.84
.05
.54
.54
.42
.01
0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-1
-1
-0
0
0
-0
-0
0
-0
0
0
0
1
1
2
1
1
1
2
2
1
2
1
1
2
1
1
1
2
4
2
3
1
3
1
1
1
3
.39 1.40
.48 0.70
.06 0.36
.28 0.71
.43 0.90
.55
.64
.70
.61
.20
.97
.47
.66
.07
.33
.01
.79
.73
.05
.00
.58
.40
.94
.02
.1(1
. 16
.22
.37
.15
.20
.47
.59
.55
.53
.44
.65
.55
.40 1.40
.65 1.33
.16 0.77
.14 0.97
.24 1.09
.31 .17
.37 .24
.42 .30
.46 .35
.51 .44
.66 .41
.80 .53
.91 .69
.78 .68
.80 .65
.62 .57
.47 ,4b
.91 .76
.70 .61
.36 2.07 .74
.70 2.01 .82
.70 2.16 .94
.86 2.26 2.07
.25 1.99 2.34 2.17
.57 2.11 2.42 2.26
.80 2.41 2.66 2.53
.71 2.55 2.74 2.64
.66 2.71 2.86 2.78
.59 2.91 2.96 2.94
.70 2.3b 2.46 2.43
.82 2.21 2.50 2.35
.02 2.2« 2.59 2.43
.77 2.37 2.66 2.51
.97 2.46 2.74 2.60
.Ob 2.63 2.68 2.65
.90 2.52 2.81 2.67
.4/ 2.60 2.77 2.66
.55 2.60 2.83 2.73
.92 2.7? 2.80 2.78
.'29 2.98 3.08 3.02
.94 2.74 2.78 2.76
.07 2.66 2.8b 2.77
.87 2.73 2.87 2.81
.88 2.83 2.88 2.8b
.b9 -1.13 2.53 1.56
.Ob -0.24 1.54 0.7J
.20 1.28 1.37 1.32
.72 2.84 2.90 2.8 /
- 487 -
1 .44 1
1.15 1
0.58 1
0.80 1
0.94 1
.05 1
.12
.17
.23
.38
.15
.20
.47
.60
.55
.53
.44
.66 '2
.55 1
.36 2
.71 2
.70 2
1.96 2
1.99 2
2.58 2
2.60 2
2.65 2
2.72 2
3.0b 3
2.84 2
2.37 2
2.55 2
2.52 2
2.54 3
2.70 2
2.55 3
2.61 3
2.60 3
2.80 3
4.22 4
2.90 3
2.77 3
2.73 3
3.74 4
-0.7f> 3
-0.09 2
1.37 1
3.21 4
.44 1.44
.68 1.41
.19 0.86
.16
.25
.32
.37
.42
.46
.52
.70
.90
.12
.82
.84
.64
.48
.07
.81
.37
.27
.00
.11
.19
.25
.30
.36
.45
.42
.56
.75
.70
.68
.58
.46
.83
.64
.85
.91
.52 2.10
.65 2.33
.73 2.43
.87 2.75
.76 2.67
.77 2.70
.93 2.82
.15 3.10
.95 2.89
.75 2.55
.69 2.61
.83 2.62
.13 2.74
.86 2.76
.44 2.91
.32 2.84
.60 3.08
.36 3.18
.46 4.31
.47 3.19
.77 3.31
.88 3.42
.08 3.93
.58 2.26
.58 1.32
.70 1.58
.07 3 . / 9
-------
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
4.11
•4.00
3.45
3.66
2.26
3.69
4.03
1.45
1.63
2.37
•4.00
•4.00
1.07
•4.00
1.25
0.53
1.58
0.09
0.55
0.18
0.02
0.54
1.23
1.83
1.24
2.32
2.75
2.64
4.29
3.55
4.12
4.09
4.04
3.81
4.25
4.07
3.06
3.89
3.b3
3.06
1.69
2.45
1.73
0.77
1.68
0.30
-0.08
0.50
0.9b
1 .34
1.82
2.27
1 .66
2.56
2.80
2.68
4.22
1 .75
3.76
3.90
3.50
3.74
4.14
3.1b
2.33
3.24
1 .63
0.85
1.38
0.20
0.13
0.08
1 .62
0.19
-0.28
0.13
0.54
1 .00
1 .56
2.08
1 .48
2.4b
2.77
2.66
2.78
2.55
2.60
2.54
2.58
2.98
2.37
1.93
-0.04
2.13
2.12
2.13
2.18
2.15
2.18
2.23
2.10
2.27
2.30
2.32
2.35
2.39
2.43
2.47
1.87
2.50
2.51
2.52
2.93
2.64
2.89
2.82
2.71
3.12
2.78
2.67
1.69
2.4b
2.26
2.21
•2.19
2.25
2.28
2.31
2.15
2.35
2.34
2.38
2.41
2.43
2.47
2.49
2.14
2.51
2.52
2.53
2.87
2.60
2.76
2.69
2.65
3.04
2.60
2.31
1.12
2.25
2.16
2.17
2.19
2.20
2.24
2.27
2.13
2.31
2.32
2.J5
2.38
2.41
2.45
2.48
2.02
2.51
2.52
2.52
4.14
2.55
3.51
3.70
2.82
3.78
4.04
2.05
1.70
2.58
2.12
2.15
2.22
2.18
2.21
2.24
2.24
2.28
2.30
2.32
2.36
2.40
2.46
2.56
1.9b
2.72
2.95
2.88
4.3)
3.60
4.14
4.10
4.06
3.88
4.26
4.09
3.08
3.91
3.55
3.11
2.31
2.63
2.32
2.31
2.25
2.35
2.34
2.3H
2.42
2.46
2.55
2.70
2.26
2.84
2.98
2.91
4.24
3.16
3.81
3.93
3.61
3.82
4.15
3.29
2.36
3.31
2.71
2.44
2.25
2.30
2.26
2.28
2.25
2.32
2.32
2.35
2.39
2.43
2.51
2.63
2.13
2.79
2.97
2.90
RESTART DECK TAPE WAS LAST WRITTEN AfTER CYCLE 1200
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 168
NTAG = 4
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE. 1200 IS AS FOLLOWS
14753929887744.00 2574826602496.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS Ot CYCLE 1200 IS AS FOLLOWS
655791095808.00 32538112.00
- 488 -
-------
11 I! f 1 fl I i
ii li ii
STARTS AT CYCLE 800 ( 16 DAYS 16.0 HOUKS)
WATER OUALIIY SUMMARY
«»»»»»»****»**»****«»*»*»»»***»t*«*»»»»»»*
ENDS AT CYCLK 1200 ( 25 DAYS 24.0 HOURS)
JUNC
COMSTITUENT 1
M1N MAX AVE
CONSTITUENT 2
M1N MAX AVI
CONSTITUENT 3
M1N MAX AVE
CONSTITUENT 4
WIN MAX AVE
CONSTITUENT 5
M1N MAX AVE
1
2
3
4
5
6
7
9
9
10
11
12
n
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
4b
47
48
0.39
-6.97
-0.52
-0.7b
-0.85
-0.91
-0.95
-0.96
-0.77
-0.63
-6.97
-6.08
-4.00
-3.82
-0.34
-0.45
-1.04
-0.11
-4.00
-4.00
-4.00
-4.00
1.21
-4.00
2.39
0.93
1.47
1.10
2.52
2.62
0.77
1 .57
0.64
1.09
1.72
-4.00
-4.00
-4.00
2.01
4.19
2.38
2.11
-4.00
3.68
-4.00
-1.32
0.64
2.97
0.39
1.00
0.25
0.12
-0.01
-0.16
-0.34
-0.48
-0.40
0.25
0.64
1.23
1.69
1.06
0.95
0.40
-0.53
1.57
1.16
2.07
1.93
2.27
2.44
2.57
2.70
2.47
2.03
2.10
2.69
2.82
2.55
2.44
2.35
2.90
2.40
3.32
3.18
3.52
3.25
4.44
3.37
3.71
3.84
4.05
3.54
2.54
1.42
4.04
0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-1
-1
-0
0
0
-0
-0
0
-0
0
0
0
1
1
2
1
1
1
2
2
1
2
1
1
2
1
1
1
2
4
2
3
1
3
1
1
1
3
.39 1.40
.50 0.70
.06 0.34
.28 0.69
.43 0.88
.55 1.00
.65 1.08
.70
.62
.20
.93
.43
.60
.13
.32
.02
.HO
.74
.06
.02
.59
.48
.95
.30
.13
.19
.32
.13
.09
.41
.52
.47
.45
.35
.61
.49
.40 1.40
.66 1.33
.18 0.76
.15 0.96
.25
.32
.36
.43
.47
.52
.67
.80
.92
.76
.80
.62
.49
.91
.71
.27 2.08
.65 2.02
.65 2.17
.08
.17
.23
.29
.34
.43
.40
.52
.68
.67
.63
.55
.43
.76
.60
.74
.82
.93
.82 2.27 2.06
.96 2.34 2.17
.57 2.08 2.42 2.26
.79 2.40 2.66 2.53
.70 2.55 2.74 2.64
.66 2.71 2.86 2.78
.59 2.91 ?.96 2.94
.70 2.36 2.46 2.43
.81 2.19 2.50 2.34
.01 2.27 2.59 2.43
.76 2.36 2.66 2.51
.97 2.45 2.74 2.60
.OH 2.62 2.6b 2.65
.94 2.51 2.81 2.67
.46 2.59 2.77 2.66
.65 2.59 2.83 2.73
.92 2.71 2.80 2.77
.29 2.98 3.08 3.02
.94 2.74 2.78 2.76
.08 2.65 2.86 2.77
.97 2.73 2.87 2.81
.89 2.83 2.88 2.86
.66 -1.13 2.53 1.54
.03 -0.24 1.54 0.72
.20 1.28 1.37 1.32
.72 2.84 2.90 2.87
1
1
0
0
0
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
3
2
2
2
2
2
2
2
2
2
2
4
2
1
2
3
-0
-0
1
3
.44
.13
.56
.78
.93
.03
.09
.14
.19
.34
.13
.09
.41
.54
.4H
.46
.35
.44
.69
.21 (
.17
.26
.33
.38
.43
.47
.53
.71
.90
.12
.83
.84
1.65
.49
.62 2.07
.49
1 .82
.27 2.37
.66 2.28
.44
.41
.86
.00
.10
.18
.24
.29
.35
.44
.41
.55
.75
.69
.66
.56
.44
.82
.62
.85
.91
.65 2.52 2.10
.93 2.65 2.33
.9b 2.74 2.43
.58 2.87 2.75
.59 2.76 2.67
.65 2.77 2.70
.72 2.93 2.82
.06 3.15 3.10
.84 2.95 2.89
.35 2.75 2.55
.54 2.69 2.61
.51 2.83 2.61
.54 3.13 2.74
.69 2.86 2.76
.54 3.44 2.91
.60 3.32 2.84
.59 3.60 3.08
.79 3.38 3.19
.22 4.46 4.31
.90 3.47 3.19
.77 3.77 3.31
.73 3.88 3.43
.74 4.08 3.93
.76 3.58 2.24
.09 2.58 1.30
.37
1.70 1.58
.21 4.07 3.79
- 489 -
-------
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
1.11
•4.00
3.45
3.66
2.26
3.69
4.03
1.45
1.63
2.37
•4.00
•4.00
1 .07
•4.00
1.25
•0.53
1.58
0.09
0.55
0.18
0.02
0.54
1.23
1.83
1.24
2. 32
2.75
2.64
4.29
3.55
4.12
4.09
4.04
3. HI
4.25
4.07
3.06
3.89
3.53
3.U6
1.69
2.45
1.73
0.77
1 .68
0.30
-0.08
0.50
0.95
1.34
1.82
2.27
1 .66
2.56
2. BO
2.68
4.22
1.72
3.75
3.90
3.51
3. 74
4.14
3.15
2.33
3.24
1 .bl
0.83
1.3B
0.20
0.13
0.08
1.62
0.19
-0.28
0.13
0.54
1 .00
1 .56
2.08
1.47
2.46
2.77
2.66
2.78
2.55
?.60
2.54
2.5B
2.98
2.37
1.93
-0.04
2.13
2.12
2.13
2.18
2.15
2.16
2.23
2.10
2.27
2.30
2.32
2.35
2.39
2.43
2.47
1.87
2.50
2.51
2.52
2.93
2.64
2.89
2.P2
2.71
3.12
2.78
2.67
1.69
2.46
2.26
2.21
2.19
2.25
2.28
2.31
2.15
2.35
2.34
2.38
2.41
2.43
2.47
2.49
2.14
2.51
2.52
2.53
2.87
2.60
2.76
2.69
2.66
3.04
2.60
2.31
1.12
2.25
2.16
2.17
2.19
2.20
2.24
2.27
2.13
2.31
2.32
2.35
2.38
2.41
2.45
2.4H
2.02
2.51
2.52
2.52
4.14
2.55
3.51
3.70
2.B2
3.78
4.04
2. Ob
1.70
2.58
2.12
2.15
2.22
2.18
2.21
2.24
2.24
2.28
2.30
2.32
2.3b
2.40
2.46
2.5t>
1.96
2.72
2.95
2.88
4.31
3.60
4.14
4.11
4.06
3.8b
4.26
4.09
3.08
3.91
3.55
3.11
2.31
2.63
2.32
2.31
2.25
2.35
2.34
2.38
2.42
2.4t'
2.55
2.70
2.26
2.84
2.98
2.91
4.24
3.15
3. HO
3.93
3.62
3.82
4.15
3.27
2.35
3.30
2. 10
2.44
2.25
2.30
2.26
2.28
2.25
2.32
2.32
2.35
2.39
2.43
2.51
2.63
2.13
2.79
2.96
2.90
RESTART DECK TAPE *IAS LAST WRITTEN AFTER CYCLt 1201
HYDRAULIC CYCLE ON EXTRACT TAPE HJR RESTARTING = 174
N1AG - 5
THE TU'lAL MASS (TUNS) I-OR EACH CONST 11UtN1 Al CYCLE 1201 IS AS H1LLUWS
14752800571392.00 2574950334464.00
THt TOTAL MASS (TONS) DEPLETED hOR EACH CONSTITUENT AS Ot CYCLt 1201 IS AS FOLLOWS
655791095808.00 32538112.00
- 490 -
-------
I i i I i I E j t 1
: L j
END
yUALUK KlIN. 1201 CKCLtS.
THE FOLLOWING DEPLETION CUPKfcCTIONS (MG/L * CD H) WEkE ACCUMULATED FOR CONSTITUENT 1
0.
4171708.
13885423.
431315.
4446268.
0.
0.
0.
0.
22447344.
14656709.
0.
5R224848.
0.
450316.
0.
0.
21377488.
0.
0.
1495919104.
770819.
0.
0.
0.
0.
238040672.
0.
0.
0.
0.
0.
0.
0.
0.
0.
22247296.
0.
0.
0.
0.
0.
0.
170890512.
0.
0.
0.
0.
0.
0.
0.
62591088.
0.
0.
0.
0.
0.
0.
350875136.
0.
0.
0.
0.
16840R.
0.
0.
0.
268381440.
0.
a
40083808
0
0
16899072
12135956
0
IHt FOLLOWING DEPLETION COHRtCTIONS (HG/L * CU fT) WERE ACCUMULATED FOF CONSTITUENT 2
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
136327.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1492.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
u.
0.
0.
0.
2051.
0.
0.
0.
0.
0.
0.
0.
0.
-------
DELAWARE ESTUARY CENTER CHANNEL
HIGH WATER bLACK PLOT FROM CYCLE HOO TO CYCLE 807
5
4
n
i
I
1
I
I
I
I
I
1
I
I
I
I
1
1
I
I
I
I
1 *
1
I*
I
I
I *
I
1
1
I *
I
1
1
I
1
1 »
I
I
I
1
I
1 *
I
I
I
1
4
4
4
4
4
4
4
4 *
+
4 *
4 .*
4
4
4 *
4
4
4
4 *
4
4
4
4
4
4»
4
4
*
4
4
«4
4
4
4
4
4
+
4
* 4
4
4
4
4
4
* 4
4
4
4
4
4
4
4
4
4
* 4
4
4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
_---- 1 _-_?_-_-?
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 *
*4 »
4
» 4
4
4
* 4
4
4
4
* 4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
_-__-_. -_T
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 HO.O 90.0
M1L1-S BELOfc THENTUN
- 492 -
-------
iJEJfiEJEiiiiiiJEiilL
DtLAnARt ES1UAPY Cfc.NTI-H CHANNEL
5
4
3
2
1
n
1
I
1
1
1
I
1
1
I
1
I
1
I
1
1
I
I
I
1
1
I
I
I***
I
I
I
I
1
I
I
I
1
1
I
1
I
1
I
1
1
1
I
1
1
I
n T - - -
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
» * * 4
* « 4
* «4t*
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
I-. 1--
HIGH KAltk SLACK PLOT f HUM CYCLI-
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* *
» * » *
* *
* *
« 4 * *
4 *
» 4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1 1 1
BOO TO CYCLt.
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 *
4 *
4
4 *
4
4 *
4
4
4 *
4
4
4
4
4
4
4
4
4
4
4
807
4
4
4
4
4
4
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4
4
4
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4
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4
4
4
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4
4
4
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4
4
4
4
4
4
* 4
4
4
*4 *
4
4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
MILtS BtLOh 1PE.NTON
- 493 -
-------
DtLAtvARt E.S1UAKY CKN1KH CHANNLL
HIGH *AltR 6LACK PLOT hKUM CYCI.K bOO TO CYCLE 807
5.01 444
444444
44444
1
I
I
I
I
1
1
I
I
1
I*
I
I *
1
I
1
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1
1
1
1
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1
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1
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1
0.0
4 4
4 4
4 4
4 4
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4 4
4 * » 4
4 » 4
4 * 4
4 » 4 *
4 4
4 * 4
4 4
4 4
4 4
4 94
4 » 4
4 4
4 4
4 4 *
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« « 4 4
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4 4
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4 4
4 4
10.0 ^0.0 JO.O 40.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
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4
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50.0 60.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
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4
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70.0 HO.O 90.0
4-
4
4
4
4
4
4
4
4
4
4
4
+
4
+
4
+
4
4
4
4
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4
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4
4
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4
4-
4
4
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100.0
MH.I-S
THKNtON
- 494 -
-------
ii I! II II I! i i II II f l
OfcLAKARf. t.SIUAKY CEMtR CHANNEL - UUAL1TY bllMMAHY
SUMMARY STARTS AT CYCLE
tNDS AT CYCLL
5.01 +
1
I
I
44444
SUMMARY
4 4 + +
4 4 4 4 4
800
BbO
4 4
Ib DAYS 16.0 HUURS
17 DAYS 17.0 HOURS
444444
444444444444
4.0
3.0-
1
i
1.
1
1
I
1
1
I
2.0-
I
1
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0.01 —
0.0
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- 10-71 — 1-1111-1
+
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MILtS BE.L.Uh ThKNION
- 495 -
-------
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DELAWARE ESTUARY CENTER CHANNE
SUMMARY STARTS AT CYCLE 800
SUMMARY ENDS Al CYCLE. 850
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30.0 4U.O 50.0
L - DUALITY SUMMARY
16 DAYS 16.0 HOURS
17 DAYS 17.0 HOURS
4
4
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- 496 -
-------
I i i I i I i J i
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- 497 -
-------
UtLAhARE LSTUAHY CKNUH CHANNLL
LUW WATt.H SLACK PLOT I HUM CYCl.t 1064 TO CYCLt 1074
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- 498 -
-------
i J i I i J I I I I i j i J f
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Mll.tS BH.UK IHKNIUN
- 499 -
-------
DELAkARl ESTUAK* CENTtH CHANNEL
LOh WATER SLACK PLOT FROM CYCLt 1064 TO CJCLE 1074
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MILfS BtLDW THtNltIN
- 500 -
-------
i I I 1 II f
[ 1 i
tbTUApi CtMtH CHANNt L - OUA11TY SUMMARY
bUMMARY STARTS A1 CYCLL 1050 21 DAKS 21.0 HOURS
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100.0
1RE.NTON
- 501 -
-------
E.MUARY CtMEK CHANNLL - I'UAIHY SUMMARY
SUMMARl S1AH1S Al CYCLt lObO 21 DAYS 21.0 HOURS
SUMMARY tNDS Al CYCLE 1100 22 l)AYf> 22.0 I1UUHS
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MILKS Ht.LClV" IKtNTlIN
- 502 -
-------
i I
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DtLAWAHE ES1UAPY Clrim.R CHANNEL - QUALITY SUMMARY
SUMMAR1 S1ARIS AT CVCLt. 1050 21 DAYS 21.0 HOURS
SUMMARY ENDS AT CYCLE 1100 Tl UAYK 72.0 HOURS
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- 503 -
-------
DELAWARE. ESTUARY CENTER CHANNEL - QUALITY SUMMARY
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SUMMARY STARTS AT CYCLE 800
SUMMARY ENDS AT CYCLE 1200
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2b'l>AYS 24.0 HOURS
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- 504 -
-------
IH LAWAHE. tSlUAPY ClNTbk CHANNh.1. - QUALITY SUMMARY
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SUMMARY SIAKTS AT CYCLE. 800
SUMMARY E.MUS Al CYCLt. liOO
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Ib DAYS 16.0 HOUPS
2b DAY.S 24.0 HUURS
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MILKS bKOft TKKNTON
- 505 -
-------
ULLAhARt. E.S1UARY CtME-R CHANNtl, - DUALITY SUMMARY
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SUMMARY ENDS AT CYCLt 1200
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MILES HU.Cift TKKNTDN
- 506 -
-------
i 1 f 1
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CYCLKS
- 507 -
-------
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- 508 -
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- 60S -
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- 510 -
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I J f 1 i I i j I j
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- 511 -
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TIKE PLOTS KIP NODE. 52 AT AN INTERVAL OF
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1 +
0.0 I ---------!---------!---•
0.0 200.0 400.0
TIME. PLOTS FOR NOD I.
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
bOO.O HO 0.0 1000.0
bb AT AN INTERVAL UK
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1200.0 1400.0
50 CYCLKS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
*
4
4
4
4
4
4
4
4
4
IhOO.O 1HOO.O
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
*
4
4
4
4
4
4
4
4
4
4
4
4
7000.0
CYC US
- 513 -
-------
-------
I I i I S j i
i 1 ft i I i ft I i J i
I I E
A.4 D.O. BUDGET - TEST CASE OUTPUT LISTING - 1 - D NETWORK
*************************************************************************
SECTION 2.1 SET PROGRAM CONTROL OPTIONS
*
**********************
>**************»**********************************•******
DELAWARE ESTUARY (INCLUDING CiD CANAL) HYDRAULIC MODEL ** (76 JUNCTIONS)
DELAWARE RIVER FLOW = 7880 CFS ** SCHUYLKILL RIVER FLOW =2067 CfS
DELAWARE ESTUARY 1-D NETWORK, TRENTON-LISTON POINT. DELAWARE. R FLOW = 7880 CFS
SIMULATION PERIOD : AUGUS1 1 - 15 , 1975
ENVIRONMENTAL PROTECTION AGENCY
DYNAMIC WATER QUALITY MODF.L
THIS SIMULATION BEGINS AT 0.0 HOURS
SUNRISE AND SUNSET OCCUR AT b.OO AND 18.00 HOURS,RESPECTIVELY
******** FROM HYDRAULICS PROGRAM ********
START CYCLE STOP CYCLE. TIME INTERVAL
150
300
300. SECONDS
STARTING CYCLE INITIAL OUALITY
ON HYD EXT TAPE CYCLE
168 1
TOTAL OUALITY DEPLETION CORRECT TIME INTERVAL IN START OF
CYCLES OPTION OUALITY PROGRAM FLOOD
1201 3 0.500 HOURS 18
START OF
EBB
DURATION
OF FLOOD
11
END OF
EBB
17
- 515
-------
DELAWARE
D T V F~R
! ASSUNPINK /
TRKNTON /
7b/ CH B— — — — — f
75
74 CROS5WICKS
NESHAMINY 72-73 CR
DELAWARE ESTUARY CR 69-70-71
68
1-0 65 / !
! 66-67
MODEL NETWORK 63-64X I
PENNYPACK 62 ASS1SCUNK
CR / CR
! 60-61
58-59 RANCOCAS
/ CR
SCHUYLKILL 56-57
/ PHILADELPHIA /
nx*c.rv f ^ ^ r r c. " n o n v r\ t. n
i 52 1 CR
Jl-1 / C t
A t C * C A f* rtfir
DARBY
_ p D
/ CHESTER / 40
•»r-r> H
**o J I J t t_ uur c.n n
A*\ A Q~t\O H 1 r T 1 MHFR
/ CAMDEN /
J / CR
A A m.A Q
* — — — — — — — •trrc.oicrv • -»-i~-¥w
CR 39-41-43
36-38 — 42/ !
/ 37 MANTUA
/-35-/ CR
BRANDYW1NE 34
COURTHOUSE
POINT
MD 1-
RIVER 33
/ WILMINGTON / 30 / OLDHANS
27-26 /
CHR1STINA-29-28 !-25
RIVER !
24
1
23
/
22 17
21 ! !
! 20! 16
18 ! 19 15/ SALEM
3-4-5-6-7-8-9-10--13--14/ PIVtH
; /
C5.D CANAL 12
i
11
2
LISTON
POINT
RIVER
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
RM
94.0
84.8
93.0
92.0
91.0
90.0
89.0
88.0
87.0
86.0
81.9
78.9
76.0
NODE
14
15
16
17
18
19
20
21
22
23
24
25
26
RM
86.0
87.0
88.0
89.0
74.0
75.0
73.2
72.0
70.8
68.3
65.7
63.5
95.0
MILES FOR
NODE
27
28
29
30
31
32
33
34
35
36
37
38
39
RM
96.0
97.0
98.0
99.0
61 .6
58.7
56.5
53.8
53.0
51.6
50.0
49.0
48.0
MODEL NETWORK
NODE
40
41
42
43
44
45
46
47
48
49
50
51
52
RM
86.0
45.0
46.8
44.4
41.5
87.0
88.0
89.0
39.2
36.7
90.0
34.4
32.2
NODE
53
54
55
56
57
58
59
60
61
62
63
64
65
KM
31.0
91.0
29.8
28.0
92.0
26.0
24.3
22.3
93.0
20.6
18.8
17.0
90.0
NODE
66
67
68
69
70
71
72
73
74
75
76
RM
15.2
14.0
13.1
11.2
8.9
6.5
4.8
94.0
3.2
1.8
0.5
- 516 -
-------
s I I i I J I j i j I l
Jilt
JUNCTION
25
25
36
36
52
52
66
66
STARTING CYCLE
1
800
1
800
1
800
1
800
THE FOLLOWING
ENDING CYCLt
1200
J200
1200
1200
1200
1200
1200
1200
8 JUNCTIONS HAVE: TIME PLOTS
CYCLE INTERVAL CON1
(1=PLOT 0=NO PLOT)
50 0
1 0
50 0
1 0
50 0
1 0
50 0
1 0
CON2 CON3 CON4 CONS
- 517 -
-------
***********************************************************************************************************************************
SECTION 2.2 DEFINE WATER QUALITY CONSTITUENTS
*****
1HIS FUN CONSIDERS 5 CONSTITUENTS
CONSTITUENT 1 IS NORG (MG/L)
CONSTITUENT 2 IS NH3 (MG/L)
CONSTITUENT 3 IS N03 (MG/L)
CONSTITUENT 4 IS CBOD (MG/L)
CONSTITUENT 5 IS DO (MG/L)
***** TABLE OF TRANSFER COEFFICIENTS AND FUNCTION OPERATORS *****
CNST(K) CO(1,K) CO(2,K) CO(3,K) CO(4,K) CO(5,K) FUNC1 FUNC2 FUNC3 FUHC4 FUNC5 FUNC6 FUNC7 FUNC8 FUNC9 FUNC10 FUNCU FUNC12
1
2
3
4
5
-1.00
1.00
0.0
0.0
0.0
0.0
-1.00
1.00
0.0
-4.57
1.00
0.0
-1.00
0.0
0.0
0.0
0.0
0.0
-1.00
-1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 .00
0.0
0.0
0.0
0.0
-1 .00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.00
0.0
0.0
0.0
0.0
-1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-1.00
0.0
-1.00
0.0
0.0
0.0
0.0
0.0
0.0
-1.00
0.0
2.86
THE TEMPERATURE FROM CYCLE 1 THROUGH CYCLF. 2400 IS 27.0 DEGREES C
- 518 -
-------
f ! f ] I ! i i I i t i i
*f**************** NOTES ON SPECIAL REACTION LINKAGES **************************
THE DENITPIFICATION RATE (ONK) IS DETERMINED BY TEMP AND DO AS FOLLOWS
FOR DO LEVELS ABOVE 1.00 MG/L, DNK = 0
FOR DO LEVELS BETWEEN 1.00 AND 0.20 DNK INCREASES LINEARLK FROM ZERO TO
FOR DO LEVELS BELOW 0.20 MG/L, DNK INCREASES LINEARLK TO 0.28 /DAK
THETA USED FOR TEMPERATURE CORRECTION IS 1.120
0.110 /DAK
REOXYGENATION CONSTANT FOR CONSTITUENT 5 COMPUTED BY O'CONNOR-DOBBINS HtLATIONSHIP
Kl AND K2 HAVE BEEN CORRECTED TO 27.00 DEGREES CENTIGRADE
K2 = 12.9*V**0.5 / H**1.5
THE DO SATURATION FOR CONSTITUENT
5 AT 27.00 DEG.C IS 7.871
THE SOD RATE (BENTH) IS MODIFIED BY TEMP AND DO AS I-OLLOWS
FOR DO LEVELS ABOVE 2.00 MG/L. THE SOD RATE IS UNCHANGED
fOR DO LEVELS BELOW 2.00 SOD = BENTHMDO/ 2.00 )** 0.45
THE THETA USED FOR TEMPERATURE CORRECTION IS 1.050
- 519 -
-------
TABLE Of DECAY RATES (AT 20. C)
SIMULATION PERIOD : AUGUST 1 - 15 , 1975
CONSTITUENT 1 IS NOKG (MG/L)
CONSTITUENT 2 IS NH3 (MG/L)
CONSTITUENT 3 IS N03 (MG/L)
CONSTITUENT 4 IS CBOD (MG/L)
CONSTITUENT 5 IS DO (MG/L)
NODE
1
2
3
4
5
6
7
8
9
10
H
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
******** PRIMARY DECAY
I/DAY (BASE
CONST1 CONST2 CONST3
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.040
0.200
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.200
0.200
0.200
0.040
0.040
0.040
0.040
0.200
0.200
0.200
0.200
0.200
0.200
0.200
0.200
0.040
0.040
0.040
0.040
0.040
0.200
0.200
0.200
0.700
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
RATES *******
E)
CONST4 CONST5
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0 . 2 3'0
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.319
0.272
0.193
0.112
0.121
0.124
0.151
0.204
0.253
0.210
0.288
0.362
0.335
0.884
0.889
0.506
0.356
0.554
0.652
0.327
0.466
0.297
0.244
0.201
0.192
0.245
0.347
0.448
0.473
0.550
0.216
0.243
0.215
0.178
SECONDARY
DECAY I/DAY
CONST4 CONST1
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
********** SPECIAL DO
WINDSP VilNDOX SOD
MPH I/DAY G/MM/D
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
0.60
0.60
0.60
1.00
1.00
1.00
1 .00
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
.00
.00
.00
.00
.00
.60
.00
.00
.00
BUDGET RATES AND PARAMETERS **********
CHLORO PHOTO RESP DEPTHP DEPTH
UG/L MG/CHLOPO/D FT FT
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
125.00
125.00
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
5.50
5.50
5.50
5.50
5.50
5.50
5,50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
10.00
10.00
12.93
16.37
18.61
28.75
28.59
28.34
25.57
21.79
19.32
17.52
15.94
14.62
15.23
6.95
7.75
7.57
7.58
10.56
6.94
15.92
10.64
15. 5/
17.14
19.22
19.21
11.41
9.99
8.82
R.23
5.76
17.71
16.80
18.13
19.87
- 520 -
-------
i j i j f i f 1 i i i 1 i
i i i i i
i j i 1 C 1 i i i i f
i l & i i j
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.070
, 0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.200
0.200
0.200
0.200
0.200
0.040
0.060
0.200
0.060
0.060
0.040
0.040
0.040
0.060
0.060
0.040
0.020
0.020
0.020
0.040
0.020
0.020
0.040
0.200
0.200
0.200
0.040
0.200
0.200
0.200
0.040
0.200
0.200
0.060
0.060
0.060
0.060
0.060
0.040
0.040
0.040
0.040
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.180
0.230
o.ieo
0.180
0.180
0.230
0.180
0.180
0.180
0.180
0.180
0.180
0.180
0.230
0.180
0.180
0.180
0.222
0.172
0.652
0.217
0.461
0.760
0.369
0.175
0.174
0.152
0.173
0.131
0.145
0.145
0.127
0.165
0.106
0.119
0.244
0.478
0.14B
0.158
0.130
0.147
0.153
0.1B2
0.124
0.174
0.152
0.130
0.104
0.113
0.128
0.108
0.099
0.100
0.121
0.153
0.122
0.153
0.214
0.316
0.020
0.020
0.020
0.020
0.020
0.050
0.020
0.020
0.070
0.070
0.050
0.050
0.058
0.070
0.070
0.050
0.070
0.070
0.070
0.050
0.070
0.070
0.050
0.070
0.070
0.020
0.050
0.020
0.020
0.020
0.050
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.050
0.020
0.070
0.070
0.120
0.120
0. 120
0.120
0.120
0.120
0.150
0.120
0.150
0.150
0.120
0.120
0.120
0.150
0.150
0.120
0.150
0.150
0.150
0.120
0.150
0.150
0.120
0.150
0.150
0.070
0.120
0.070
0.070
0.070
0.120
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.120
0.070
0.070
0.070
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 .00
.00
.00
.60
.60
.00
.60
.60
.60
.60
.00
.00
.00
1.60
2.70
1.00
2.70
2.70
2.70
1.00
2.70
2.70
1.00
1 .00
1.00
0.50
1 .00
0.50
0.50
0.50
1.00
0.50
0.50
0.50
1 .00
1 .00
1.00
1 .00
1.00
2.50
2.50
2.50
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0.079
0,079
0.079
0.079
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
0.017
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
13.41
21.10
7.52
17.23
9.24
6.00
10.50
20.19
20.10
21.61
14.28
15.06
13.24
22.64
25.19
12.69
27.24
23.42
12.18
6.97
19.90
20.49
11.51
21.29
20.44
17.87
13.77
17.81
19.48
21.29
13.86
22.27
16.71
22.33
23.81
22.42
19.10
15.42
11 .48
14.59
13.12
11 .20
1.047 1.085 1.160 1.047
TEMPERATURE CORRECTION FACTORS , THETA
1.025 1.000 1.000 1.000 1.000 1.050 1.000
1.085 1.085 1.000 1.000
- 521 -
-------
TABLE. Of DECAY HATES (AT 27. C)
SIMULATION PERIOD : AUGUST 1 - 15
1975
CONSTITUENT 1 IS NOFG (MG/L)
CONSTITUENT 2 IS NH3 (MG/L)
CONSTITUENT 3 IS N03 (MG/L)
CONSTITUENT 4 IS CBOU (MG/L)
CONSTITUENT 5 IS DO (MG/L)
NODE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Jl
32
3J
34
******** PRIMARY DECAY
I/DAY (BASE
CONST1 CONST2 CONST3
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.071
0.354
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.354
0.354
0.354
0.071
0,071
0.071
0.071
0.354
0.354
0.354
0.354
0.354
0.354
0.354
0.354
0.071
0.071
0.071
0.071
0.071
0.354
0.354
0.354
0.354
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.0b7
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
RATES *******
E)
CONST4 CONSI5
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.380
0.324
0.230
0.133
0.144
0.147
0.179
0.242
0.301
0.249
0.343
0.431
0.399
1.051
1 .056
0.601
0.424
0.659
0.776
0.389
0.554
0.353
0.290
0.239
0.228
0.291
0.413
0.532
0.563
0.654
0.257
0.289
0.256
0.212
SECONDARY
DECAY I/DAY
CONST4 CONST1
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0. 120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0. 120
0.120
0.120
*******
WINDSP
MPH
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
*»* SPECIAL DO
fclNDOX SOD
I/DAY G/MM/D
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
.41
.41
.41
.41
.41
.41
.41
.41
.41
.41
0.84
0.84
0.84
1.41
1.41
1.41
1.41
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
1.41
1.41
1.41
1.41
1.41
0.84
1.41
1.41
1.41
BUDGET RATES AND PARAMETERS *»»
CHLORO PHOTO RESP DEPTHP
UG/L MG/CHLORO/D FT
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
2b.OO
25.00
25.00
25.00
25.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
75.00
125.00
125.00
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0. 140
0.140
0.140
0. 140
0.140
0.140
0.140
0. 140
0.140
0. 140
0.140
0. 140
0. 140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
10.00
10.00
DEPTH
FT
12.93
16.37
18.61
28.75
28.59
28.34
25.57
21.79
19.32
17.52
15.94
14.62
15.23
6.95
7.75
7.57
7.58
10.56
6.94
15.92
10.64
15.57
17.14
19.22
19.21
11.41
9.99
8.82
8.23
5.76
17.71
16.80
18.13
19.87
- 522 -
-------
tifiiifififitjtifirit
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0,097
0.097
" 0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.097
0.354
0.354
0.354
0.354
0.354
0.071
0. 106
0.354
0. 106
0.106
0.071
0.071
0.071
0. 106
0.106
0.071
0.035
0.035
0.035
0.071
0.035
0.035
0.071
0.354
0.354
0.354
0.071
0.354
0.354
0.354
0.071
0.354
0.354
0. 106
0.106
0.106
0.106
0. 106
0.071
0.071
0.071
0.071
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.0b7
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.317
0.317
0.317
0.317
O.J17
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.317
0.248
0.317
0.248
0.248
0.248
0.317
0.248
0.248
0.248
0.248
0.248
0.248
0.248
0.317
0.248
0.248
0.248
0.264
0.204
0.776
0.258
0.548
0.904
0.439
0.208
0.206
0.180
0.206
0.156
0.172
0.172
0.150
0.197
0.126
0.142
0.290
0.568
0.176
0.188
0.155
0.175
0.181
0.217
0.147
0.207
0.181
0.155
0.124
0.134
0.152
0.128
0.117
0.118
0.144
0.182
0.145
0.181
0.254
0.376
0.020
0.020
0.020
0.020
0.020
0.050
0.020
0.020
0.070
0.070
0.050
O.ObO
0.050
0.070
0.070
0.050
0.070
0.070
0.070
0.050
0.070
0.070
0.050
0.070
0.070
0.020
0.050
0.020
0.020
0.020
0.050
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.050
0.020
0.070
0.070
0.120
0.120
0.120
0.120
0.120
0.120
0.150
0.120
0.150
0.150
0.120
0.120
0.120
0.150
0.150
0.120
0.150
0.150
0.150
0.120
0.150
0.150
0.120
0.150
0.150
0.070
0.120
0.070
0.070
0.070
0.120
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.120
0.070
0.070
0.070
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.41
1.41
1.41
2.25
2.25
1.41
2.25
2.25
2.25
2.25
1.41
1.41
1.41
2.25
3.80
1.41
3.80
3.80
3.80
1.41
3.80
3.80
1.41
1.41
1.41
0.70
1.41
0.70
0.70
0.70
1.41
0.70
0.70
0.70
1.41
1.41
1.41
1.41
1.41
3.52
3.52
3.52
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
12.50
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
O.I 40
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.140
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
0.030
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
13.41
21.10
7.52
17.23
9.24
6.00
10.50
20.19
20.10
21.61
14.28
15.06
13.24
22.64
25.19
12.69
27.24
23.42
12.18
6.97
19.90
20.49
11.51
21.29
20.44
17.87
13.77
17.81
19.48
21.29
13.86
22.27
16.71
22.33
23.81
22.42
19.10
15.42
11.48
14.59
13.12
11.20
TE.MPLRATUPE CORRECTION FACTORS , THtTA
1.047 1.085 1.160 1.047 1.025 1.000 1.000 1.000 1.000 1.050 1.000 1.085 1.085 1.000 1.000
- 523 -
-------
***********************************************************************************************************************************
SECTION 2.3 SPECIFY HASTEWATER AND TRIBUTARY LOADS
*
*******************************************************************
SUMMARY OF POINT SOURCE INPUTS
SIMULATION PERIOD : AUGUST 1 - 15 , 1975
CONSTITUENT 1 IS NORG (MG/L)
CONSTITUENT 2 IS NH3 (MG/L)
CONSTITUENT 3 IS N03 (MG/L)
CONSTITUENT 4 IS CBOD (MG/L)
CONSTITUENT 5 IS DO (MG/L)
MUNICIPAL AND INDUSTRIAL WASTEWATEK AND TRIBUTARY INFLOW BY NODE
INPUT
NODE
14
17
21
22
NAME Of TYPE OF
DISCHARGE DISCHARGE
SALEMCTY MUN
NODE TOTAL
SALEM TRIB
NODE TOTAL
GETTYOIL IND
NODE TOTAL
AMOCO IND
NODE TOTAL
1 ******* FLOfc ***»***!
! MGD CFS !
J ! !
! -2.80! !
! ! -4.34!
! ! -4.34!
! -2.39! !
! ! -3.70!
! ! -3.70!
! -9.00! !
! -13.95!
! -13.95!
! -0.60! !
! -0.93!
! -0.93!
UNADJUSTED CONC
CONST1 CONST2
2.10
1 .00
0.0 !
1 .00!
i
42.52!
1 .00!
t
i
1 .00!
1.00!
i
i
!
8.50!
1.00!
i
i
0.0 !
1 .00!
!
1
86.12!
1 .00!
I
1
17.00!
1 .00!
i
i
(MG/L)
CONST3
1
0.0 !
1.00!
i
i
0.0 !
1.00!
i
!
8.10!
1.00!
i
0.0 !
1 .00!
i
+ ADJ. FACTORS !
CONST4 CONST5
!
48.00!
1.45!
i
i
5.50!
1.45!
I
1
16.30!
1.90!
!
i
134.20!
1.90!
I
1
5.30
1.00!
i
0.0 !
1 .00!
i
i
1.20!
1.00!
I
1
0.0 !
1.00!
i
i
ADJUSTED INPUT
CONST1 CONST2
i
I
0.051
0.05!
1
0.0 !
0.0 !
1
3.19!
3.19!
I
0.01 !
0.01 !
i
i
0.20!
0.20!
I
0.0 !
0.0 !
i
6.47!
6.47!
0.09!
0.09!
LOADS
CONST3
i
i
0.0 i
0.0 !
1
0.0 !
0.0 !
i
0.61 !
0.61!
!
0.0 !
0.0 !
- 1000 LB/DAY !
CONST4 CONST5!
i
!
1.63!
1.63!
!
0.161
0.16!
!
2.33!
2.33!
!
1.28!
1.28!
i
!
0.12!
0.12!
i
0.0
0.0
1
0.09!
0.09!
0.0
0.0 !
- 524 -
-------
I J
I 1 f 1 f 1 i
i i
23
24
24
24
24
24
25
25
29
30
31
31
33
33
33
PENNSVLE MUN
NODE TOTAL
DPCHAMBR IND
ICI 1 IND
ICI 3 IND
ICI 4 IND
ICI 7 IND
NODE TOTAL
UPENSNCK MUN
WLMINGTN MUN
NODE TOTAL
CHRISTNA TRIB
NODE TOTAL
BHANDYWN TRIB
NODE TOTAL
PENSGROV MUN
DPEDGMOR IND
NODE TOTAL
OLDHANS TRIB
ALLDCHEM IND
PHOF.NIX IND
! -0.90!
! !
I -93.40
!
1 -2.20
-1.30
-0.40
-1 .00
' '
! -0.50!
! -60.50!
1 1
! -148.39!
i
i
! -304.97!
f
1
-0.30!
-11.60!
i
i
-31.16!
i
-25.80!
-11.00!
1
-1,39!
-1.39!
i
-144.77!
1
-3.41!
j
-2.01!
1
-0.62!
I
-1.55!
-152.36!
t
-0.77!
-93.77!
-94.55!
-230.00!
-230.00!
i
-472.70!
-472.70!
i
-0.46!
i
-17.98!
-18.44!
1
-48.30!
1
-39.99!
-17.05!
12.00!
1.00!
!
3.50!
1.00!
1.83!
1.00!
1.17!
1.00!
0.56!
1.00!
16.82!
1.00!
f
0.0 !
1.00!
6.60'
1.00
1.00!
1.00!
i
0.84!
1.00!
!
0.0 !
1. 00!
2.06!
1.00!
i
1 .00!
1 .00!
1 .89!
1.00!
1 .09!
1.00!
29.00!
1.00!
!
12.70!
1.00!
1.44!
1.00!
0.16!
1.00!
0.27!
1.00!
83.18!
1 .00!
0.0 !
1.00!
8.90!
1 .00!
i
0.23!
1 .00!
1
0.06!
1.00!
t
0.0 !
1 .00!
0.41 !
1.00!
t
0.14!
1.00!
4.64!
1 .00!
1.00!
- 525
0.0 !
1.00!
i
23.25!
1.00!
4.52!
1.00!
2.15!
1.00!
1.39!
1.00!
100.00!
1.00!
0.0 !
1.00!
0.90!
1.00!
1.52!
1.00!
1
2.09!
i.OOi
i
0.0 !
1.00!
1.65!
1.00!
i
1.24
1.00
4.18
1.00
1.97
1.00
129.70!
1.45!
77.60!
1.45!
104.80!
1.45!
88.00!
1.45!
58.20!
1.45!
789.00!
1.45!
128.10!
1.45!
44.30!
1.45!
4.50!
1.45!
9.60!
1.45!
i
25.60!
1.45!
4.30!
1.90!
3.40!
1.4b!
15.00!
1.90!
3.80!
1.90!
0.0 !
1 .00!
t
6.00!
1.00!
4.50!
1.00!
5.10!
1.00!
5.90!
1.00!
0.0 !
1.00!
t
0.0 !
1.00!
5.20!
1. 00!
4.00!
1 .00!
i
8.20!
1.00!
t
0.0 !
1.00!
0.0 !
1.00!
5.00!
1.00!
0.60!
1.00!
0.0 !
1.00!
0.09!
0.09!
t
2.73!
I
0.03!
i
0.01!
i
0.00!
i
0.14!
2.92!
i
0.0 !
1
3.33!
3.33!
1.24!
1.24!
i
2.14!
2.14!
0.0 !
1
0.20!
0.20!
1
0.26!
i
0.41 !
0.10!
i
0.22!
0.22!
I
9.90!
i
0.03!
0.00!
i
0.00!
0.69!
10.62!
0.0 !
i
4.49!
4.49!
i
0.28!
0.28!
0.15!
0.15!
i
0.0 !
i
0.04!
0.04!
0.04!
i
1.00!
I
0.23!
t
0.0 !
0.0 !
I
18.13!
0.08!
j
0.02!
0.00!
0.83!
19.07!
i
0.0 !
t
0.45!
0.45!
1.88!
1.88!
I
5.32.'
5.32!
i
0.0 !
0.16!
0.16!
i
0.32!
0.9o!
i
0.18!
1.41!
1.41!
I
87.72!
i
2.79!
1
1.38!
I
0.28!
9.55!
101.72!
0.78!
32.44!
33.21!
t
8.08!
8.08!
35.43!
35.43!
i
0.09!
I
0.79!
0.88!
1 .28!
I
6.14!
1
0.66!
i
0.0 !
0.0 !
i
4.68!
0.08!
0.06!
i
0.02!
0.0 !
4.64!
0.0 !
i
2.63!
2.63!
4.95!
4.95!
I
20.87!
20.87!
i
0.0 !
i
0.0 !
0.0 !
i
1.30J
0.13!
i
0.0 !
-------
NODE TOTAL
-105. 34!
0 . I 7 !
1.40! 8.Ob!
1.43!
34
34
34
34
34
34
34
34
36
3b
36
36
3b
39
40
40
40
40
CHLbTLk
MAKCUSHK
bP 201
bP 101
BP 002
KMC
HUNSANTO
SUNQIL 1
NODE TUTAL
CHESTER
SCOTT 2
SCOTT 3
SCOTT 4
NODE TOTAL
H1DLEX
NOUE TOTAL
UCARBIDE
NODE TOTAL
DARB*
COCA
DHbYCRSA
HUKNPATS
MUN
MUN
IND
IND
INU
IND
IND
IND
i
TRIb !
j
IND
IND
IND
TRIB !
t
IND
TRIB
HUN
HUN
MUN
-9.20 !
-14.26!
-0.60 !
-0.93!
-2.40 1
-3.72!
77.00 !
-119. 3b!
39.00 !
-60. 4b!
-3.20 !
-4.96!
-1.40 !
-2.17!
88.30 !
-136.86!
B * «• *
-342.70!
53.03!
! -82.20
-4.60!
! -7.13
-8.30!
! -12.86
-3.bO!
! -b.42
! -107.62!
-6.b8!
! -10.20
! -10.20
-2.60! !
! -4.03!
! -4.03!
38.32
-b9.40
-9.70
-15.03
17.30
-26.81
-5.70
-8.83
0.0 ! 7.96! 1.72! 84.20! b.401 !
1.00! 1.00! 1.00! 1.45! 1.00! 0.0 0.6l 0.13 9.J8! 0.41
22.97! 15.98! 2.00! 137.70! 0.0 ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.12 0.08 0.01 1.00! 0.0
0.0 ! 1.12! 0.90! 36.50! 2.40! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 0.02 0.02 1.39! 0.05
0.0 ! 0.20! 2.02! 11.20! 6.90! !
1.00! 1.00! 1.001 1.90! 1.00! 0.0 0.13 1.30 13.68! 4.43
0.0 1 0.16! 1.96! 11.70! 5.00! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 0.05 0.64 7.24! 1.63
0.74! 0.74! 3.71! 140.00! 0.0 I !
1.00! 1.00! 1.00! 1.45! 1.00! 0.02 0.02 0.10 5.42! 0.0
18.57! 1.B6! 0.0 13586.00! 0.0 ! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.22 0.02 0.0 79.62! 0.0
11.00! 2.34! 2.24! 30.00! 5.00! !
1.00! 1.00! 1.00! 1.90! 1.00! fa. 11 1.72 1.65 42.01! 3.69
! ! ! ! ! 8.46 2.66 3.85 159.73! 10.21
1.07! O.bO! 2.59! 2.30! 7.40! ! ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.47! 0.22 1.15! 1.48! 3.28
0.0 ! 0.0 ! 1.81! 91.00! 7.10! ! ! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 ! 0.0 0.07! 6.64! 0.27
0.0 ! 0.0 ! 1.88! 88.00! 8.70! ! ! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 ! 0.0 0.13! 11.58! 0.60
0.0 ! 0.0 ! 1.81! 83.00! 6.80! ! ! !
1.00! 1.00! 1.00! 1.90 1.00! 0.0 ! 0.0 0.05! 4.61! 0.20
! ! 1 ! 0.47! 0.22 1.401 24.30! 4.35!
1.07! O.bO! 2.59! 2.30! 7.40! ! ! ! ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.06! 0.03! 0.14! 0.18! 0.41!
! ! ! ! ! 0.06! 0.03! 0.14! 0.18! 0.41!
1.90! 13.91! 3.90! 22.40! 2.50! ! ! ! ! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.04! 0.30! 0.08! 0.92! O.Ob!
! 1 ! ! ! 0.04! 0.30! 0.08! 0.92! 0.05!
1.52! O.bO! 2.00! 2.40! 5.20! ! ! ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.49! 0.26! 0.64! 1.11 1.66!
7.30! 13.93! 1.01! 37.50! 6.90! ! ! ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.59! 1.13! 0.08! 4.40 0.56!
0.98! 10.12! 1.76! 6.50! 7.00! ! ! ! 1
1.00! 1.00! 1.00! 1.45! 1.00! 0.14! 1.46! 0.25! 1.36 1.01!
0.0 1 0.0 ! 0.0 ! 0.0 ! 0.0 ! ! ! ! !
1.00! 1.00! 1.00! 1.45! 1.00! 0.0 ! 0.0 ! 0.0 ! 0.0 0.0 !
- 526 -
-------
i i I i I i i i i 1 I i i
i 1
40
42
42
43
43
43
43
43
43
43
43
44
44
44
45
45
45
45
T1NICUM HUN
NODE TOTAL
DPRPAUNO IND
HERCULES IND
NODE TOTAL
GLUSTRCO KUN
PAULSBRO HUN
MOB1LCP1 IND
MOB1LNY2 IND
MOBILIW3 IND
SHELL IND
OLINCHtM IND
MANTUA TRIB
NODE T01AL
PHILA S* MUN
WOODBUR* HUN
NAT PARK HUN
NODE TOTAL
GULF OIL IND
ARCO SPL IND
ARCO NYD IND
ARCO WPL IND
NODE TOTAL
0.0 ! !
1 0.0 !
! -110.08!
-14.20 !
-22.01!
-0.60 !
-0.93!
-22.94!
-6.50! !
! -10.07!
-1.30! !
! -2.01!
-7.20! !
! -11.16!
-4.70! !
! -7.28!
-4.30! !
! -6.bb!
-1.90! !
! -2.94!
-17.40! !
! -26.97!
-7.10! !
! -11 .00!
! -78.11!
-173.00 !
-268.15!
-1.90 !
-2.94!
-0.60 !
-0.93!
! -272.02!
! -10.40! !
! -16.12!
1 -2.70 !
! -4.18!
! -1.40 !
! -2.17!
! -0.10 !
! -0.15!
! -22.63!
0.0 ! 0.0 ! 0.0 ! 0.0 ! 0.0 !!!!!!
1.00! 1.00! 1.00! 1.45! 1.00! 0.0 ! 0.0 ! 0.0 ! 0.0 ! 0.0 !
i i ! ! ! 1.22! 2.85! 0.98! 6.88! 3.23!
1.10! 37.10! 15.20! 10.80! 0.0 ! ! ! ! !
1.00! 1.00! 1.00! 1.90! 1.00! 0.13! 4.40 1.80! 2.43! 0.0
0.0 ! 0.0 ! 0.0 ! 5.10! 0.0 ! ! ! '•
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 ! 0.0 0.0 ! 0.05! 0.0
i i ! ! ! 0.13! 4.40 1.80! 2.48! 0.0
0.0 ! 3.71! 3.71 3.80! 0.0 ! ! ! ! !
1.00! 1.001 1.00 1.45! 1.00 0.0 ! 0.20! 0.20! 0.30! 0.0 !
0.0 ! 26.93! 0.0 64.00! 0.0 ! ! ! '• '•
1.00! 1.00! 1.00 1.45! 1.00 0.0 ! 0.29! 0.0 ! 1.01! 0.0 !
2.90! 4.30! 0.90 37.40! 1.40 ! ! ! ! !
1.00! 1.00! 1.00 1.90! 1.00 0.17! 0.26! 0.05! 4.27! 0.08!
1.25! 2.50! 10.15 14.70! 3.80 ! ! ! ! !
1.00! 1.00! 1.00 1.90! 1.00 0.05! 0.10! 0.40! 1.10! 0.15!
0.0 ! 29.00! 0.0 76.00! 0.0 ! ! ! ! !
1.00! 1.00! 1.00 1.90! 1.00 0.0 ! 1.04! 0.0 ! 5.18! 0.0 !
19.19! 3.71! 0.0 29.30! 0.0 ! ! ! '• '•
1.00! 1.00! 1.00 1.90! 1.00 0.30! 0.06! 0.0 ! 0.88! 0.0 !
0.0 ! 2.06! 0.0 3.30! 0.0 ! ! ! '• '•
1.00! 1.00! 1.00 1.90! 1.00 0.0 ! 0.30! 0.0 ! 0.91! 0.0 !
0.0 ! b.06! 0.68 4.70! 0.0 ! ! ! ! !
1.00! 1.00! 1.00 1.45! 1.00 0.0 ! 0.30! 0.04! 0.40! 0.0 !
; ! ! ! 0.53! 2.55! 0.69! 14.05! 0.23!
8.30! 1.80! 0.25! 50.00! 0.0 !!!!!!
1.00! 1.00! 1.00! 1.45! 1.00! 11.99! 2.60! 0.36! 104.69! 0.0 !
0.0 ! 1.24! 0.0 ! 85.40! 0.0 !!!!!!
1.00! 1.00! 1.00! 1.45! 1.00! 0.0 ! 0.02! 0.0 ! 1.96! 0.0 !
0.0 ! 3.71! 0.0 ! 64.00! 0.0 1 I '.'•'•'•
1.00! 1.00! 1.00! 1.45! 1.00! 0.0 ! 0.02! 0.0 ! 0.46! 0.0 !
i ! ! ! ! 11.99! 2.64! 0.36! 107.12! 0.0 !
0.0 ! 2.49! .51! 4.10! 6.20! ! ! ! !
1.00! 1.00! .00! 1.90! 1.00! 0.0 ! 0.22! 0.13! 0.68! 0.54
0.0 ! 34.44! .0 ! 34.60! 7.70! ! ! ! !
1.00! 1.00! .00! 1.90! 1.00! 0.0 ! 0.78! 0.0 ! 1.48! 0.17
0.0 ! 0.32! .15! 40.00! 2.30! ! ! ! ! !
1.00! 1.00! .00! 1.90! 1.00! 0.0 ! 0.00! 0.01! 0.89! 0.03!
0.0 ! 3.97! 0.49! 5.50! 4.70! ! ! ! '• '•
1.00! 1.00! 1.00! 1.90! 1.00! 0.0 ! 0.00! 0.00! 0.01! 0.00!
i i ! ! ! 0.0 ! 1.00! 0.14! 3.05! 0.74!
- 527 -
-------
47
48
48
48
48
48
48
48
49
49
49
49
49
50
51
51
52
SCHUYLKL
NODE TOTAL
GLOSTRCY
BELLMAWR
BROKLAWN
HTEPHRAM
NJ ZINC
TEXACO
BIGT1MBR
NODE TOTAL
PHILA St
CAMDEN M
HCAND&FB
HARSHOM
GAF
NODE TOTAL
NEfcTON
NODE TOTAL
AHSTAR 1
AMSTAR 3
NODE TOTAL
NATSUGAH
NODE TOTAL
TRIB
MUN
MUN
HUN
HUN
IND
IND
TRIB
MUN
HUN
IND
IND
IND
TRIB
IND
IND
TND
! -1329.03!
i i
i i
i t
! -2.50!
1 |
i o.o j
t i
! 0.0 !
j j
! 0.0 !
p i
! -11.60!
I 1
! -4.50!
i t
! -3.8?!
! !
| 1
* J
1 1
! -125.001
i i
! -21.90!
i j
! -1.30!
i i
! -0.601
I |
! -11.00!
i i
i i
i i
! -3.87!
i t
i i
i i
! -23.60!
t i
! -2.00!
! !
| |
1 1
! -15.70
i
i
-2060.00!
-2060.00!
!
-3.87!
1
0.0 !
i
0.0 !
i
0.0 !
i
-17.98!
t
-6.97!
!
-6.00!
-34.63!
i
-193.75!
i
-33.941
i
-2.01!
i
-0.93!
1
-17.05!
-247.69!
!
-6.00!
-6.00!
i
-36.58!
t
-3.10!
-39.68!
1
-24.33!
K » « — • — • 1
-24.33!
0.60!
1.00!
i
i
2.90!
1 .00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
2.27!
1.00!
1 .59!
1 .00!
4.20!
1.00!
i
i
7.27!
1.00!
15.84!
1.00!
0.0 1
1.00!
0.0 1
1.00!
1.86!
1.00!
i
i
4.20!
1 .00!
i
i
0.0 !
1 .00!
0.0 !
1.00!
i
0.0 !
1 .00
O.OBJ
1.00!
i
i
15.90!
1.00!
0.0 !
1.00!
0.0 !
1 .00!
0.0 !
1 .00!
11.76!
1.00!
10.08!
1.00!
1.05!
1.00!
i
t
1 .58!
1 .00!
7.05!
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
|
1
1.05!
1.00!
i
i
0.33!
1.00!
0.37!
1.00!
1
0.18!
1.00!
|
1
1.98!
1.00!
i
i
2.07!
1.00!
0.0 !
1 .00!
0.0 !
1.00!
0.0 !
1 .00!
1.44!
1.00!
0.80!
I. 00!
1.30!
1.00!
t
i
1
0.55!
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
|
!
1 .30!
1 .00!
i
i
1.67!
1 .00!
1.74!
1 .00!
i
t
1.27!
1.00!
I
t
3.40!
1.45!
i
18.60!
1.45!
0.0 !
1.45!
0.0 !
1.45!
0.0 !
1 .45!
32.60!
1.90!
76.80!
1.90!
1.70!
1.45!
i
i
|
120.00!
1.45!
226.00!
1.45!
256.10!
1.45!
128.10!
1.45!
23.00!
1.90!
i
i
1.70!
1.45!
i
5.00
1.45
6.20
1.45
8.60!
1.45!
|
1
6.20!
1 .00!
i
i
0.0 1
1.00!
0.0 1
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
2.70!
1.00!
t
j
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
i
i
2.70!
1.00!
!
6.30!
1.00!
5.40!
1 .00!
I
!
7.50!
1.00!
1
1
6.66!
6.66!
1
0.06!
!
0.0 !
;
0.0 !
i
0.0 !
i
0.22!
!
0.06!
!
0.14!
0.48!
1
7.59!
I
2.90!
i
0.0 !
i
0.0 !
1
0.17!
10.65!
I
0.14!
0.14!
0.0 !
t
. 0.0 !
0.0 !
i
0.0 !
W V IB — 1 V
0.0 !
i
0.89!
0.89!
i
0.33!
i
0.0 !
i
0.0 !
!
0.0 !
1
1.14!
i
0.38!
i
0.03!
1.88!
1
1 .65!
i
1.29!
1
0.0 !
i
0.0 !
I
0.0 !
2.94!
0.03!
0.03!
i
0.07!
t
0.01 !
0.07!
i
0.02!
— _ t
0.02!
i
21.96!
21 .96!
i
0.04!
i
0.0 !
i
0.0 !
i
0.0 !
i
0.14!
i
0.03!
!
0.04!
0.25!
1
0.57!
0.0 !
i
0.0 !
t
0.0 !
1
0.0 !
0.57!
0.04!
0.04!
!
0.33!
i
0.03!
0.36!
i
0.17!
w m* '
0.17!
i
54.69!
54.69!
i
0.56!
0.0 !
i
0.0 !
I
0.0 !
i
6.00!
i
5.48!
1
0.08!
12.12!
1
181.54!
j
59.90!
;
4.03!
J
0.93!
!
4.01 !
250.41 !
t
O.Ofl!
0.08!
1.43!
i
0.15!
1 .58!
1.63!
1.63!
i
68.78!
68.78!
i
0.0 !
!
0.0 !
i
0.0 !
i
0.0 !
i
0.0 !
i
0.0 !
i
0.09!
0.09!
t
0.0 !
1
0.0 1
1
0.0 !
i
0.0 !
!
0.0 !
0.0 !
t
0.09!
0.09!
1.24!
i
0.09!
1.33!
i
0.98!
_____«. 1
0.98!
- 528 -
-------
I 1 E i E j I
i J i i i i E
I J I
54
54
55
55
55
56
57
57
58
59
59
60
61
CAMDEN N HUN
COOPER TRIB
NODE TOTAL
PH1LA NE MUN
PENSAUKN HUN
GEORGPAC IND
NODE TOTAL
FRANKFRT TRIB
NODE TOTAL
HTLAUREL MUN
PENSAUKN TRIB
NODE TOTAL
PALMYRA MUN
NODE TOTAL
CINAMNSN MUN
PENYPACK TRIB
NODE TOTAL
POOUESNCJ TRIB
NODE TOTAL
WLINGBRO MUN
!
I
I
!
i
t
i
!
1
I
1
>
1
I
I
!
!
1
1
1
1
1
1
1
1
-3.90!
-43,871
t
!
-199.001
i
-3.60!
!
-1.90!
!
1
-6.45!
!
i
0.0 1
!
-8.77!
t
1
-0.40!
i
i
-1.60!
i
-3.23!
i
!
-3.23
-1.90!
!
-6.04!
i
-68.00!
-74.041
I
-308.45!
i
-5.58!
i
-2.94!
-316.97!
i
-10.00!
-10.00!
I
0.0 !
i
-13.60!
-13.60!
i
-0.62!
-0.62!
!
-2.48!
-5.00!
-7.48!
-5.00!
-5.00!
!
6.19!
1.00!
0.60!
1 .00!
!
11.60!
1.00!
6.17!
1.00!
1.30!
1.00!
i
1.00!
1.00!
i
0.0 !
1.00!
1.00!
1 .00!
j
4.90!
1.00!
'•
4.60!
1.00!
1 .00!
1.00!
1
1.00!
1.00!
•
1 .24!
23.52!
1.00!
1.76!
1 .00!
t
5.20!
1.00!
18.50!
1.00!
2.30!
1.00!
t
1.32!
1.00!
1
0.0 !
1.00!
1.32!
1.00!
I
32.40!
1.00!
i
22.00!
1 .00!
0.10!
1.00!
I
0. 10!
1 .00!
i
0.0 !
15.17!
1.00!
1.00!
1.00!
0.17J
1.00!
4.50!
1.00!
0.901
1 .00!
!
2.00!
1.00!
t
0.0 1
1.00!
2.00!
1.00!
3.50!
1.00!
i
0.0 !
1 .00!
3.20!
1.00!
1
3.20!
1.00!
0.0 !
529 -
92.00!
1.45!
5.50!
1.45!
1
51.00!
1.45!
69.30!
1.45J
222.00!
1.45!
!
6.90!
1.45!
t
0.0 1
1.45!
6.90!
1.45!
47.60!
1.45!
I
30.00!
1.45!
1.00!
1.45!
1
1.00!
1.45!
38.40!
0.0 !
1.00!
6.70!
1.00!
1
2.00!
1.00!
0.0 !
1 .00!
0.0 !
1.00!
i
3.40!
1.00!
1
0.0 !
1.00!
3.40!
1.00!
t
3.50!
1.00!
i
5.00!
1.00!
10.40!
1 .00!
1
10.40!
1.00!
!
0.0 !
i
0.20!
1
0.22!
0.42!
i
19.27!
1
0.19!
i
0.02i
19.47!
t
0.05!
0.05!
!
0.0
0.07
0.07
i
0.02!
0.02!
!
0.06!
0.03!
0.09!
i
0.03!
0.03!
i
0.77
0.64
1.41
I
8.64!
0.56!
i
0.04!
9.23!
i
0.07!
0.07!
0.0
0.10
0. 10
i
0.11 !
0.11!
!
0.29!
0.00!
0.30!
j
0.00!
0.00!
i
0.49
0.37
O.ft6
i
0.28!
i
0.14!
0.01
0.43
1
0.11!
0.11 !
!
0.0 !
1
0.15!
0.15!
i
0.01!
0.01 !
i
0.0 !
i
0.09!
0.09!
!
0.09!
0.09!
i
4.14!
i
2.92!
7.26!
1
122.83!
3.02!
5.10!
130.96!
i
0.54!
0.54!
I
0.0 !
i
0.73!
0.73!
1
0.23!
0.23!
0.58
0.04
0.62
i
0.04!
0.04!
i
i
0.0 !
t
2.45!
2.45!
3.32!
1
0.0 !
i
0.0 1
3.32!
1
0.18!
0.18!
0.0 !
t
0.25!
0.25!
1
0.01!
0.01 !
!
0.07!
I
0.28!
0.35!
i
0.28!
0.28!
i
-------
61
64
64
65
65
66
66
66
66
69
69
69
69
71
71
RANCOCAS
NUDE TOTAL
BKL1NGTN
TENNECO
NODE. TOTAL
FALLSTWP
NESHAHNY
NODE TOTAL
BRSTLBKO
BRSTLTWP
ROHMS.HAS
OTR&ASNK
NODE TOTAL
LWRBUCKS
FLORENCt.
PATPARCH
MARTINS
NODE TOTAL
USSTRMTP
USSRODML
NODE TOTAL
TRIR
MUN
IND
MUN
TRtB
MUN
MUN
IND
TRIB
KUN
MUN
IND
TRIB
IND
iNn
-112.90
!
! 0.0 !
i i
! -1.30!
i t
! !
-2.60
-100.26
i
! -2.10!
i i
! -2.30!
i i
! -1.20!
i i
! -6.45!
! !
i i
! -8.50
t
! -0.60
i
! -3.20
! -5.48
| |
-32.30!
o.o i
»
-?.94!
1
-175.00!
-177.94!
i
0.0 !
i
-2.01 !
-2.01 !
I
-4.03!
i
-155.40!
-159.43!
-3.25!
i
-3.56!
i
-1.86!
i
-10.00!
-18.68!
-13.17!
i
-0.93!
-4.96!
-8.50!
-27.56!
-50.06!
0.0 !
-50.06!
1 .00!
1.33!
1.00!
!
0.0 !
1.00!
6.00!
1.00!
j
14.39
1.00
1.04
1.00
21.37!
1.00!
3 .'7 1 !
1.00!
0.98!
1.00!
0.0 !
1.00!
!
9.29!
1.00!
3.71!
1 .00!
22.29!
1 .00!
0.0 !
1 .00!
!
i
1.74!
1.00!
0.0 !
1 .00!
!
1.00!
0.14!
1 .00!
!
0.0
1 .00
18.00
1 .00
2.32!
1.00!
0.12!
1 .00!
!
6.49!
1 .00!
0.0 !
1.00!
0.49!
1 .00!
0.0 !
1.00!
1
49.52!
1.00!
11.14
1 .00
0.37
1 .00
0.0
1 .00
2.44!
1 .00!
0.0 !
1 .00!
1
1 .00!
1.24!
1 .00!
0.0 !
1.00!
3.10!
1.00!
1
11.14!
1 .00!
T.OO!
1.00!
i
4.60
1.00
1.39
1.00
0.10
1.00
0.0 !
1.00!
i
0.62!
1.00!
0.0 1
1.00!
0.0 !
1.00!
0.0 !
1 .00!
i
1 .90!
1.001
0.0 !
1.00!
t
1.45!
3.80!
1.45!
1
0.0 !
1 .45!
34.50!
1.45!
i
9.60!
1.45!
1.70!
1.45!
!
13.00!
1.45!
3.20!
1.45!
50.00!
1.45!
12.30!
1.45!
I
42.70!
1.45!
64.00!
1.45!
12.80!
1.45!
3.60!
1 .45!
i
3.40!
1.45!
0.0 !
0.0 !
i
1 .00!
4.90!
1 .00!
1
0.0 !
1 .00!
3.30!
1 .00!
1
0.0 !
1.00!
8.301
1 .00!
i
6.30!
1.00!
0.0 !
1.00!
1.70!
1.00!
0.0 !
1.00!
i
5.00!
1 .00!
5.00!
1 .00!
0.0 !
1.00!
0.0 !
1.00!
t
5.001
1.00!
0.0 !
1.00!
i
0.02!
!
1.25!
1.27!
!
0.0 !
i
0.07!
0.07!
i
0.31 !
1
0.87!
1.18!
i
0.37!
t
0.07!
t
0.011
1
0.0 !
0.46!
1
0.66!
i
0.02!
0.60!
i
0.0 !
1.27!
!
0.47!
!
0.0 !
0.47!
0.0 !
i
0.13!
0.13!
i
0.0 !
0.20!
0.20!
t
0.05!
i
0.10!
0.15!
i
0.11 !
i
0.0 !
i
0.00!
t
0.0 !
0.12!
t
3.51 !
t
0.06!
i
0.01 !
i
0.0 !
3.58!
0.66!
0.0 !
0.66!
0.0 !
i
1.17!
1.17!
I
0.0 !
t
0.03!
0.03!
i
0.24!
i
2.51!
2.75!
I
0.08!
i
0.03!
i
0.00!
i
0.0 !
0.11 !
!
0.04!
i
0.0 !
i
0.0 !
t
0.0 !
0.04!
f
0.51 !
i
0.0 !
0.51 !
0.88!
i
5.19!
6.08!
i
0.0 !
i
0.54!
0.54!
1
0.30!
i
2.06!
2.36!
1
0.33!
t
0.09!
i
0.44!
i
0.96!
1.82!
i
4.39!
!
0.46!
!
0.50!
i
0.24!
5.59!
I
1 .33!
i
0.0 !
1.33!
0.0 !
!
4.62!
4.62!
!
0.0
0.04
0.04
i
0.0 !
i
6.95!
6.95!
i
0.11!
i
0.0 !
i
0.02!
0.0 !
0.13!
i
0.35!
i
0.03!
i
0.0 !
i
0.0 !
0.38!
1.35!
I
0.0 !
1 .35!
- 530 -
-------
72 BORDENTN HUN
NODE TOTAL
73 HAMILTON HUN
73 CROSWICK TRIE
NODE TOTAL
75 TRENTON MUN
NODE TOTAL
76 MORRISVL MUN
76 ASSNP1NK TRIB
NODE TOTAL
! -1.00!
i i
! -9.00!
1 !
! -40.65!
i i
! -19.30!
i t
i i
! -3.90!
! -65.81!
i i
1 ! •
-1
-1
-13
-63
-76
-29
-29
-6
-102
-108
t
.55!
.55!
I
.95!
.00!
.95!
.91 !
.91!
1
.04!
.00!
.04!
3.60!
1.00!
i
8.00!
1.00!
0.80!
1.00!
0.90!
1 .00!
'
1.00!
1.001
0.80!
1.00!
1
14
1
26
1
0
1
14
1
31
1
0
1
.60!
.00!
.60!
.00!
.14!
.00!
!
.90!
.00!
1
.50!
.00!
.67!
.00!
i
0.
i.
12.
1.
1.
1.
0.
1.
1.
1.
2.
1.
0 !
00!
I
00!
00!
24!
00!
76!
001
i
81!
00!
40!
00!
48.30!
1.451
i
11.90!
1.45!
3.00!
1.45!
40.00!
1.45!
i
18.00!
1.45!
3.00!
1.45!
i
5.00!
1.00!
i
5.00!
1.00!
7.00!
1.00!
1.60!
1.00!
7.40!
1.00!
7.20!
1.00!
i
0.03!
0.03!
i
0.60!
0.27!
0.87!
0.14!
0.14!
0.03!
1
0.44!
0.47!
0
0
2
0
2
2
2
1
0
1
1
.12!
.12!
i
.00!
.05!
.05!
i
.40!
.40!
i
.03J
i
.37!
.39!
t
0.0 1
0.0 !
I
0.90!
t
0.42!
1.32!
1
0.12!
0.12!
0.06!
i
1.32!
1.38!
0
0
1
1
2
9
9
0
2
3
I
.58!
.58!
I
.30!
i
.48!
.77!
I
.34J
.34!
.85!
1
.39!
.24!
t
0.04!
0.04!
i
0.38!
2.37.'
2.75!
i
0.26!
0.26!
t
0.24!
3.95J
4.20!
- 531 -
-------
SUMMAPY OF DISCHARGE LOADS BY ZONK AND TYPE
INPUT
ZONE
1
1
1
2
2
2
3
3
3
4
4
4
5
5
5
TYPE or NUMBER OF ! ADJUSTED INPUT LOADS •
DISCHARGE DISCHARGbS ! CONST1 CONST2 CONST3
«IUN
IND
TRIB
ZONE TOTAL
MUN
IND
TRIB
ZONE TOTAL
MUN
IND
TRIB
ZONE TOTAL
MUN
IND
1RIB
ZONE TOTAL
HUN
IND
TRIB
ZONE TOTAL
0
0
1
1
12
5
8
25
7
7
4
16
Ib
23
6
44
5
10
4
19
! 0.0 !
! 0.0 !
! 17.40!
! 17.40!
! 2.33!
! 1.14!
! 2.89!
! 6.35!
! 30.15!
! 0.19!
! 0.48!
1 30. B3!
! 12.89!
! 9.32!
! 7.81 !
! 30.03!
! 3.47!
! 6.82!
! 3.64!
! 13.93!
0.0 !
0.0 !
3.39!
3.39!
9.57!
0.87!
0.65!
11.09!
13.00!
0.13!
0.85!
13.98!
6.74!
10.94!
1.73!
19.41 !
4.91 !
18.45!
0.47!
23.83!
0.0 !
0.0 !
43.71!
43.71 !
1.481
0.55!
5.59!
7.61 !
1 .50!
0.54!
0.66!
2.70!
1.08!
6.61 !
23.98!
31 .67!
0.45!
20.92!
7.53!
28.90'!
• 1000 LB/DAY
CONST4 CONST5
0.0 !
0.0 !
92.29!
92.29!
19.12!
2.80!
12.40!
34.32!
371.87!
17.29!
4.27!
393.43!
125.12!
202.46!
b7.94!
385.53!
36.34!
112.92!
44.96!
194.22!
0.0
0.0
360.69
360.69
1.47
1.40
18.45
21.33
3.33
2.31
2.97
8.62
1 .98
11.90
74.21
88.09
2.75
5.05
27.13
34.93
t
!
!
1
1
1
I
1
1
(
1
1
t
1
1
1
1
1
1
INPUT LOADS - PERCENT OF ZONE BY TYPE
CONSTl CONST2 CONST3 CONET4 CONST5
0.0 !
0.0 1
100.001
17.66!
36.60!
17.931
45.461
6.45!
97.81!
0.621
1.571
31.28!
42.94!
31.051
26.01 1
30.47!
24.92!
48.971
26.101
14.14!
0.0 !
0.0 1
100.001
4.73!
86.29!
7.821
5.891
15.47!
n
93.01!
0.941
6.051
19.50!
34.74!
56.371
8. 091
27.07!
20.61!
77.411
1.991
33.23!
0.0 !
0.0 1
100.001
38.14!
19.39!
7.181
73.431
6.64!
55.48!
19.971
24.551
2.35!
3.42!
20.871
75.711
27 .64!
1.57!
72.391
26.041
25.22!
0.0 !
0.0 1
100.001
8.39!
55.70!
8.171
36.131
3.12!
94.52!
4.391
1.091
35.77!
32.46!
52.511
15.031
35.06!
18.71!
58.141
23.151
17.66!
0.0
0.0
100.00
70.22
6.91
6.57
86.52
4.15
38.67
26.84
34.48
1.68
2.25
13.51
84.24
17.15
7.87
14.47
77.66
6.80
t
i
i
i
i
i
i
i
i
!
!
i
i
!
i
i
i
i
i
i
t
i
i
t
i
GRAND TOTAL
107
98.53
71.71 114.59 1099.78 513.66
- 532 -
-------
n i t J i j i
i J i
SECTION 2.4
SPECIFY KATER QUALITY BOUNDARY CONDITIONS
SfAWARD BOUNDARY CONDITIONS
NODE 1 : COURTHOUSE. PT , MARYLAND
' CIN1 ' PERIOD = 2400 CYCLES
START
CYCLE
DURATION
(CYCLES)
CONST1
(MG/L)
CONST2
(MG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.30
0.30
1.00
1.45
7.00
START
CYCLE
DURATION
(CYCLES)
NODE 2 :
' CINMAX
CONST1
(HG/L)
LISTON PT , DELAWARE
' PtRlUD = 2400 CYCLES
CONST2
CMG/L)
CONST3
(MG/L)
CONST4
(MG/L)
CONST5
(MG/L)
2400
0.32
0.12
1.40
2.17
S.bO
UPSTREAM BOUNDARY CONDITIONS
NODE 76 RLCIEVES VARYING LOADS FROM DELAWARE (RIVR)
DISCHARGE PERIOD = 3250 CYCLES
START
CYCLE
1
851
DURATION
(CYCLES)
850
2400
FLOW
(CFS)
-7880.00
-7880.00
CONST1
(MG/L)
0.41
0.41
CONST2
(MG/L)
0.08
0.08
CONST3
(MG/L)
1.03
1.03
CONST4
(MG/L)
2.17
2.17
CONST5
(MG/L)
8.50
7.20
- 533 -
-------
i*************************************
SECTION 2.5 PRINT HKDKAULIC INPUTS
*****************
r*****************i
t*************
JUNCTION HEAD AND HYD. RADIUS AND X-SECTIONAL AREA Of CHANNELS ARE AT MEAN TIDE »*
CHAN. LENGTH WIDTH
AREA
CHANNEL DATA «**»»****************»*»***»*
MANNING NET fLOrt HKD. RADIUS OUNC. AT ENDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
7000.
11000.
11000.
11000.
11000.
11000.
11000.
15679.
14994.
14994.
14994.
11995.
19326.
7330.
8996.
8996.
8996.
13661.
8996.
13661.
10662.
9663.
10996.
13994.
13661.
11995.
11995.
9330.
9330.
9330.
9330.
9330.
11995.
11995.
11995.
13328.
11995.
10662.
11995.
7330.
7330.
6331.
11995.
8996.
6331.
11995.
11995.
2400.
850.
650.
600.
600.
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
5331.
3800.
5600.
3400.
6000.
4900.
7600.
3900.
8996.
8274.
6942.
1000.
722.
389.
278.
389.
8163.
7441.
6997.
5720.
4054.
38B7.
4332.
2443.
2100.
2600.
4942.
300.
1944.
2388.
3499.
31042.
24479.
18647.
17093.
16918.
13768.
12384.
11039.
212742.
183011.
119235.
78133.
11956.
68899.
8622.
32726.
40389.
53787.
23845.
70398.
45839.
48016.
98327.
66887.
149854.
146746.
145752.
14333.
7506.
3595.
2289.
2239.
148160.
128240.
114339.
114952.
90971 .
63885.
85987.
15694.
18473.
29988.
92486.
1799.
13392.
28789.
77940.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.015
.015
.015
.010
.010
.010
.010
.010
.010
.010
.010
.010
.010
.015
.015
.015
.015
.015
.016
.016
.016
.016
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
1539
1539
1539
1539
1539
1539
1539
1539
-13197
-13198
-16448
1539
3249
5736
-16
-16
-15
6690
9001
-27337
6690
9001
6690
-18336
-11646
-11*46
-11646
-780
-262
-262
-262
-517
-10866
-10866
-10866
-10867
-11728
910
-11645
910
910
-24
-10711
-60
36
36
-10710
.43
.41
.43
.40
.41
.38
.39
.39
.96
.80
.20
.33
.09
.47
.39
.17
.61
.48
.87
.84
.38
.70
.25
.19
.09
.25
.41
.04
.06
.07
.05
.98
.51
.80
.88
.02
.44
.37
.45
.35
.36
.01
.02
.01
.03
.07
.95
12
28
28
28
28
22
20
18
16
15
15
17
7
9
8
7
7
14
4
20
7
9
12
17
16
17
21
14
10
9
8
5
18
17
16
20
22
16
19
6
8
11
18
6
b
12
22
.9
.8
.7
.5
.2
.9
.6
.4
.4
.5
.5
.4
.0
.1
.6
.6
.6
.2
.3
.7
.6
.8
.9
.2
.7
.7
.0
.3
.4
.2
.2
.8
.2
.2
.3
.1
.4
.4
.8
.4
.8
.5
.7
.0
.9
.1
.3
1
3
4
5
6
7
8
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
25
26
27
28
26
25
31
32
33
34
34
36
35
37
38
38
39
39
41
42
3
4
5
6
7
8
9
10
11
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
26
27
28
29
30
31
32
33
34
36
35
38
37
38
39
42
40
41
43
43
************** Jl
JUNC
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
36
39
40
41
42
43
44
45
46
47
. INKLOVi
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-262.0
-518.0
0.0
0.0
0.0
-49.0
0.0
-83.0
0.0
0.0
0.0
-60.0
0.0
0.0
-24.0
0.0
0.0
0.0
-2067.0
HEAD
0.10
-0.07
0.10
0.10
0.10
0.10
0.11
0.11
0.10
0.09
-0.03
0.01
0.09
0.10
0.19
0.19
0.19
0.11
0.14
0.14
0.21
0.21
0.24
0.25
0.26
0.27
0.27
0.26
0.26
0.29
0.29
0.32
0.35
0.37
0.38
0.40
0.43
0.43
0.44
0.41
0.48
0.46
0.48
0.50
0.51
0.52
0.52
JUNCTION DATA *************
CHANNELS ENTERING JUNCTION
1
9
1
2
3
4
5
6
7
8
9
10
11
13
15
16
17
18
19
20
21
23
25
26
27
28
29
30
31
32
33
34
35
36
38
37
40
39
42
44
45
43
46
48
49
50
51
0
0
2
3
4
5
6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
29
30
31
0
0
34
35
36
37
40
39
41
41
44
0
46
47
47
49
50
51
0
0
0
0
0
0
0
0
0
0
0
0
13
14
15
0
0
0
0
0
24
0
25
0
0
33
32
0
0
0
0
0
0
0
38
0
0
0
42
45
0
0
0
48
52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 534 -
-------
1 I
i J I I 1 j f J I j i
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
14994.
10662.
10662.
10662.
11995.
11995.
8996.
11995.
10329.
6331.
8996.
11995.
7997.
9674.
9007.
9b74.
9674.
9674.
9007.
9007.
9007.
9508.
6331.
9508.
11009.
7839.
7839.
9674.
10842.
12009.
9007.
6005.
7506.
8000.
8000.
3998.
750.
611.
555.
3887.
2832.
167.
2332.
2888.
1400.
300.
3165.
2499.
3195.
300.
2474.
2752.
2419.
600.
2863.
2391.
1890.
334.
1640.
1307.
862.
834.
1362.
1334.
1418.
1362.
334.
1473.
1168.
862.
89676.
9224.
10216.
7346.
8611b.
66008.
2119.
65651.
76207.
19081.
2091.
74005.
30571.
65797.
3453.
52892.
58386.
47327.
8262.
49229.
44320.
38949.
4628.
37847.
31421.
14330.
14004.
31621.
32490.
29466.
22B53.
3833.
21551.
16973.
9652.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.020
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.040
.040
.040
.040
.040
.040
.040
.040
.040
.040
-10650
-2067
-2067
-2067
-8582
-8582
0
-8582
-8582
-948
-31
-7633
-916
-8295
-13
-8281
-8281
-8282
-174
-8107
-8107
-8107
-159
-7948
-6300
-1648
-1648
-7948
-7948
-7948
-7946
-64
-7881
-7880
-7880
.69
.88
.64
.23
.41
.29
.01
.16
.17
.65
.97
.55
.71
.45
.98
.66
.88
.13
.87
.45
.51
.66
.87
.16
.30
.29
.41
.96
.75
.03
.87
.13
.72
.84
.27
22
12
16
13
22
23
12
28
26
13
7
23
12
20
11
21
21
19
13
17
18
20
13
23
24
16
16
23
24
20
16
11
14
14
11
.4
.3
.7
.2
.2
.3
.7
.2
.4
.6
.0
.4
.2
.6
.5
.4
.2
.6
.8
.2
.5
.6
.9
.1
.0
.6
.8
.2
.4
.8
.8
.5
.6
.5
.2
43
44
45
46
44
48
49
49
bl
52
53
52
53
55
56
56
58
59
60
60
62
63
64
64
66
66
67
68
69
70
71
72
72
74
75
44
45
46
47
48
49
50
51
52
53
54
55
55
56
57
58
59
60
61
62
63
64
65
66
68
67
68
69
70
71
72
73
74
75
76
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.0
0.0
0.0
0.0
0.0
0.0
-32.0
-255.0
0.0
-14.0
0.0
0.0
0.0
-175.0
0.0
0.0
0.0
-160.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-64.0
0.0
0.0
-7880.0
0.51
0.52
0.52
0.53
0.54
0.54
0.53
0.55
0.56
0.56
0.59
0.61
0.64
0.64
0.67
0.69
0.71
0.71
0.73
0.73
0.74
0.77
0.79
0.83
0.88
0.88
0.92
0.98
1.18
52
53
54
55
56
57
58
59
61
62
63
64
65
66
67
68
69
70
71
73
72
75
76
77
78
79
80
81
82
53
54
0
56
57
58
0
60
62
0
64
65
66
0
68
69
70
0
72
74
74
76
77
78
79
0
81
82
0
0
55
0
0
59
60
0
61
63
0
0
0
67
0
0
0
71
0
73
0
75
0
0
0
80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 535 -
-------
SECTION 2.6
SPFCIFY INITIAL WATER OUALIT* CONDITIONS
********************************************** WATER QUALITY DATA
* fIRST CONSTITUENT * SECOND CONST1TUFN1 * THIRD CONSTITUENT * FOURTH CONSTITUENT
INITIAL INFLOW INITIAL INtLOVi INITIAL INFLOW INITIAL INFLOW
JUNC. INFLOW CONC. LOAD. CONC. LOAD. CONC. LOAD CONC. LOAD
* FIFTH CONSTITUENT *
INITIAL INFLOW
CONC. LOAD
1
2
3
4
5
6
7
8
9
10
11
12
U
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-4.3
0.0
0.0
-3.7
0.0
0.0
0.0
-13.9
-0.9
-1.4
-152.4
-94.5
0.0
0.0
0.0
-230.0
-472.7
-18.4
0.0
-105.3
-342.7
0.0
-107.6
0.0
-10.2
-4.0
-110.1
0.0
-22.9
-78.1
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.05
0.0
0.0
0.0
0.0
0.0
0.0
3.19
0.01
0.09
2.92
3.33
0.0
0.0
0.0
1.24
2.14
0.20
0.0
o. n
8.46
0.0
0.47
0.0
0.06
0.04
1.22
0.0
0.13
O.b3
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
o.io
0.10
0.10
0.10
0.10
0.10
0.10
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.65
0.0 1.50
0.0 1.50
0.0 1.50
0.0 1.50
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.20
0.0
0.0
0.0
0.0
0.0
0.0
6.47
0.09
0.22
10.62
4.49
0.0
0.0
0.0
0.28
0.15
0.04
0.0
1.27
2.66
0.0
0.22
0.0
0.03
0.30
2.8b
0.0
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.70
.70
.70
,70
.70
.70
.70
.70
.70
.70
.70
.70
.70
.40
.40
.40
.40
.40
.40
.40
.40
.40
4.40 1.40
2.55 1.40
- 536
0.0 1.00
0.0 1.00
0.0 1.00
0.0 1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.61
0.0
0.0
19.07
0.45
0.0
0.0
0.0
1 .88
5.32
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
0.16 1.00
0.0 1.00
1.40 1.00
3.85 2.00
0.0 2.00
1.40 2.00
0.0 2.00
0.14 2.00
0.08 2.00
0.98 2.00
0.0 2.00
1.80 2.00
0.69 2.00
-
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.63
0.0
0.0
0.16
0.0
0.0
0.0
2.33
1.28
1.41
101.72
33.21
0.0
0.0
0.0
8.08
35.43
0.88
0.0
8.08
159.73
0.0
24.30
0.0
0.18
0.92
6.88
0.0
2.48
14.05
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
3.00
3.00
3.00
3.00
3.00
3.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.12
0.0
0.0
0.0
0.0
0.0
0.0
0.09
0.0
0.0
4.84
2.63
0.0
0.0
0.0
4.95
20.87
0.0
0.0
1.43
10.21
0.0
4.35
0.0
0.41
0.05
3.23
0.0
0.0
0.23
-------
i i
~J I I I I KJ I
\O I I I I II— i— I I W I I I N> I O t *O
QD to --J i en to <-• i/< i -oiii»-*i-*v-*'-j NJW|I^W^ NJ --j
ooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooo
^fOOtOOOOOJOOOOOOOOOOOOO\O^-OOOONJ>-»OO»— KJ
^J^OO^*O*OLnOO*-^-NJOO*-OU;^**— ONJ^OOOOvCOCODOOC^
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oooooooooooooooooocoooooooooooooo
tnoo>—ooooooo»oooo«-ooooooooooooo«—ooo
oi^ou>otnoooo^--*jooo^*ooo'—«-t*oDo**wom»O'OO^-w
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ooooooooooooooooooooooooooooooooo
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poo^-oooooa^ooo4*ooooowNJoo«— ooomooo
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ui jk 01 ao u> en ^ Njooui^-LnoDfJUi cow^o \oao **
-------
SECTION 2.8 SET ADVECTIVf AND DISPERSIVE TRANSPORT FACTORS
********************************»*********************<
TRANSPORT FACTORS
CHANNEL
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Ib
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
VARYING ADVLCTION DIFFUSION FACTOR
FLOOD TIDE EBH TIDE C4 (A:SOMI/
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.00
.00
.00
.00
.00
.00
.00
.00
.60
.33
.20
.00
.20
.20
.50
.bO
.50
.50
.50
.50
.50
.50
.50
.50
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
.67
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0 20.00
0 30.00
0 40.00
0 50.00
0 60.00
0 70.00
0 80.00
0 90.00
0 100.00
0 100.00
0 75.00
33 50.00
0 50.00
0 50.00
0 50.00
0 50.00
0 50.00
0 50.00
0 50.00
10 50.00
0 50.00
0 50.00
0 25.00
25 25.00
33 25.00
33 10.00
33 1.00
33 1.00
33 1.00
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1
4
7
10
12
13
14
16
10
10
11
1
2
1
5
1
0
4
0
8
2
0
0
4
2
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.14
.60
.78
.29
.02
.60
.99
.04
.40
.73
.09
.02
.02
.11
.25
.04
.40
.77
.90
.97
.82
.68
.95
.16
.46
.01
.11
.02
.02
.03
.02
.01
.09
.09
.09
.10
. 12
.02
. 11
.03
.03
.03
.09
.02
- 538 -
-------
I j i
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1. 00
1.00
t.oo
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
0.03
0.02
0.12
0.11
0.03
0.02
0.01
0.10
0.12
0.01
0.14
0.10
0.04
0.01
0.07
0.02
0.08
0.01
0.09
0.08
0.08
0.01
0.06
0.06
0.07
0.01
0.07
0.06
0.03
0.02
0.06
0.06
0.04
0.03
0.00
0.02
0.02
0.03
- 539 -
-------
*
tt***t*l
SECTION 3.0 SIMULATE WATEK QUALITY CONDITIONS (MAIN QUALITY LOOP)
»»*«**********
- 540 -
-------
k i
HIGH SLACK PHEDICTIONS
**************************
CONCENTRATION * ACTORS
**************************
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
_ 38
42
43
44
48
_ 49
HEAD
UT)
1.5517
1.7957
1.4382
1.8378
2.0913
1.8274
2.0443
2.2249
2.3967
2.5461
2.1348
2.3252
2.5230
2.6784
2.8251
2.4187
2.6028
2.8276
2.9832
3.1638
1ST. CONSTIT.
(MGL)
CYCLE 800
0.32
0.34
CYCLE 801
0.36
0.40
0.39
CYCLE 802
0.44
0.46
0.49
0.52
0.53
CYCLE 803
0.53
0.53
0.54
0.55
0.54
CYCLE 804
0.53
0.53
0.58
0.57
0.60
CYCLE 805
2ND. CONSTIT
(MGL)
16 DAYS,
0.12
0.13
16 DAYS,
0.15
0.15
0.14
16 DAYS,
0.18
0.20
0.23
0.24
0.24
16 DAYS,
0.24
0.25
0.28
0.31
0.36
16 DAYS,
0.41
0.50
0.57
0.59
0.60
16 DAYS,
3RD. CONSTIT.
(MGL)
16.00 HOURS
1 .40
1.41
16.50 HOURS
1.40
1.49
1.41
17.00 HOURS
1.53
1 .60
1.71
1.76
1.76
17.50 HOURS
1.73
1 .69
1.65
1.62
1.55
18.00 HOURS
1.50
1.36
1.23
1.15
1.09
18.50 HOURS
- 541 -
4TH. CONSTIT.
(MGL)
2.17
0.0
0.01
0.23
0.15
0.41
0.56
0.90
1.11
1.16
1.22
1.31
1.78
1.98
1 .98
1.95
1.98
2.70
2.73
3.64
5TH. CONSTIT.
(MGL)
5.50
5.17
6.82
5.74
5.74
5.49
5.49
5.39
5.28
5.30
5.18
5.55
5.69
5.44
5.73
5.27
4.94
3.57
2.80
2.31
-------
51
52
55
56
58
59
_ 60
62
63
64
66
68
69
70
71
_ 72
74
75
76
2
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
.8526
.0049
.1371
.2768
.4354
.5633
.6945
.4914
.6530
.8332
.9953
.1414
.2815
.4083
.5221
.5951
.3412
.4045
.5145
0.
0.
0.
0.
0.
0.
0.
CiCLK
0.
0.
0.
0.
0.
0.
0.
0.
0.
CYCLE.
0.
0.
0.
60
57
62
58
49
43
41
806
42
43
44
44
44
45
43
43
42
807
42
43
42
0
0
0
0
0
0
0
16
0
0
0
0
0
0
0
0
0
16
0
0
0'
.58
.55
.50
.42
.30
.22
.20
DAYS,
.21
.23
.26
.28
.32
.37
.29
.27
.21
DAYS,
.17
.19
•.09
1
1
1
1
1
1
1
19.00 HOURS
1
1
1
1
1
1
1
1
1
19.50 HOUHS
1
1
1
.03
.01
.02
.04
.08
.11
.13
.13
.13
.11
.08
.03
.02
.0?
.05
.04
.03
.06
.06
3
2
2
1
1
0
0
0
0
0
1
1
1
1
1
1
2
2
2
.37
.72
.38
.80
.15
.69
.58
.64
.74
.90
.05
.20
.42
.52
.76
.99
. 16
.38
. 14
2.39
2.75
3.51
4.10
4.62
4.96
5.19
5.35
5.46
5.61
5.79
6.22
6.55
6.91
7.33
7.76
8.15
8.42
8.54
- 542 -
-------
i I
. i
k i k j
HIGH SLACK PREDICTIONS
**************************
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
25
_ 31
32
33
34
36
_ 38
42
43
44
48
= 49
1
1
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
HEAD
(FT)
.5517
.7957
.4382
.8378
.0913
.8274
.0443
.2249
.3967
.5461
.1348
.3252
.5230
.6784
.8251
.4187
.6026
.8276
.9832
.1638
1ST. CONSTIT.
(MGL)
CYCLE 825
0.
0.
CYCLE
0.
0.
0.
CYCLE,
0.
0.
0.
0.
0.
CYCLE
0.
0.
0.
0.
0.
CYCLE
0.
0.
0.
0.
0.
CYCLV.
32
34
826
36
40
39
827
44
46
49
52
S3
828
53
53
54
55
54
829
53
53
58
57
60
830
2ND. CONSTIT.
(MGt,)
17 DAYS,
0.12
0.13
17 DAYS,
0.15
0.15
0.14
17 DAYS,
0.18
0.20
0.23
0.24
0.24
17 DAYS,
0.24
0.25
0.26
0.31
0.3fc
17 DAYS,
0.41
0.50
0.57
0.59
0.60
17 DAIS,
3RD. CONSTIT.
(MGL)
4.50 HOUPS
1 .
1 .
5.00 HOURS
1.
l'.
1 .
5.50 HOURS
1 .
1.
1 .
1 .
1 .
6.00 HOURS
1 .
1.
1 .
1.
1.
6.50 HOURS
1 .
1 .
1 .
1 .
1.
7.00 HOURS
- 543 -
40
41
41
49
41
53
61
71
76
75
72
68
64
bl
55
50
35
23
15
09
4TH. CONSTIT. 5TH. CONSTIT.
(MGL) (MGL)
2
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
2
2
3
.17
.0
.01
.23
.15
.41
.56
.89
.11
.16
.22
.31
.78
.98
.98
.95
.98
.70
.73
.64
5
5
6
5
5
5
5
4
4
4
4
4
3
3
3
3
2
1
1
1
.50
.19
.50
.55
.42
.37
.10
.79
.49
.30
.30
.22
.99
.72
.60
.32
.32
.69
.50
.27
-------
51
52
55
56
58
59
60
62
63
64
66
68
69
70
71
72
74
75
76
2.8526
3.0049
3.1371
3.2768
3.4354
3.5633
3.6945
3.4914
3.6530
3.8332
3.9953
4.1414
4.2815
4.4083
4.5221
4.5951
4.3412
4.4045
4.5145
0.60
0.57
0.62
0.58
0.49
0.43
0.41
CYCLE 831
0.42
0.43
0.44
0.44
0.44
0.45
0.43
0.43
0.42
CYCLE 832
0.42
0.43
0.42
0.58
0.55
0.50
0.42
0.30
0.22
0.20
17 DAYS,
0.21
0.23
0.26
0.28
0.32
0.37
0.29
0.27
0.21
17 DAYS,
0.17
0.19
0.09
1.03
1.01
1.02
1.04
1 .08
1.11
1.13
7.50 HOURS
1.13
1.13
1.11
1.08
1.03
1.02
1.02
1.05
1.04
8.00 HOURS
1,03
1.06
1.06
3.37
2.72
2.38
1.80
1.15
0.69
0.58
0.64
0.74
0.90
1.05
1.20
1.42
1.52
1.76
1.99
2.16
2.38
2.14
1.71
2.32
3.25
3.89
4.41
4.78
5.02
5.19
5.29
5.46
5.65
6.08
6.41
6.77
7.19
7.57
7.81
8.25
8.62
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 850
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING e 168
NTAG = 4
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 850 IS AS FOLLOWS
7611143421952.00 3646003609600.00 22993325522944.00 11895849353216.00 96874715414527.99
THE TOTAL MASS (TONS) DEPLETED FOP EACH CONSTITUENT AS Of CYCLt 850 IS AS FOLLOWS
- 544 -
-------
O'O 00'89i09I9ltZ O'O O'O O'O
t i f i ? i F s r i » i i i i ! r i r i f i r i r i r i ? i ? ! r i r i r i
-------
I*****************************************
STARTS AT CYCLE 800 ( 16 DAYS 16.0 HUUPS)
WATER QUALITY SUMMARY
ENDS AT CYCLE 850 ( 17 DAYS 17.0 HOURS')
JUNC
CONSTITUENT 1
M1N MAX AVE
CCJNST1TUEN1 2
MIN MAX AVE
CONSTITUENT 3
MIN MAX AVE
CONSTITUENT 4
MIN MAX AVF
CONSTITUENT 5
MIN MAX AVE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
2b
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
0.30
0.32
0.10
0.19
0.24
0.27
0.28
0.29
0.30
0. 34
0.34
0.36
O.40
0.38
0.37
0.36
0.34
0.40
0.38
0.39
0.44
0.44
0.46
0.49
0.52
0.55
0.52
0.53
0.62
0.75
0.53
0.53
0.53
0.54
0.51
0.52
0.51
0.53
0.53
0.98
0.52
0.53
0.53
0.58
0.56
0.57
0.59
0.57
0.30
0.42
0.29
0.29
0.31
0.33
0.35
0.37
0.38
0.39
0.42
0.44
0.47
0.44
0.44
0.38
0.35
0.48
0.41
0.51
0.50
0.52
0.54
0.54
0.53
0.59
0.54
0.58
0.66
0.86
0.54
0.55
0.55
0.55
0.54
0.55
0.54
0.57
0.56
1.28
0.53
0.59
0.59
0.60
0.57
0.58
0.60
0.59
0.30
0.37
0.20
0.25
0.28
0.30
0.31
0.33
0.34
0.37
0.38
0.41
0.43
0.41
0.40
0.37
0.34
0.44
0.40
0.45
0.47
0.48
0.51
0.52
0.53
0.57
0.53
0.55
0.64
0.80
O.b3
0.54
0.54
0.54
0.53
0.54
0.53
0.54
0.55
1.10
0.53
0.55
0.56
0.59
0.57
0.58
0.60
0.58
0.30
0.12
0.04
0.09
0.13
0.16
0.18
0.18
0.17
0.17
0.12
0.15
0.15
0.21
0.21
0.25
0.26
0.13
0.18
0.14
0.19
0.18
0.20
0.23
0.24
0.25
0.28
0.31
0.29
0.01
0.24
0.24
0.25
0.28
0.38
0.31
0.36
0.36
0.44
2.00
0.49
0.41
0.50
0.57
0.10
0.09
0.09
0.56
0.30 0.30 1.00 .00 1.00
0.17 0.15 1.40 .4B 1.44
0.22 0.11 0.37 .97 0.70
0.19 0.15 0.67 .99 0.87
0.19 0.17 0.84 .08 0.97
0.19 0.18 0.92 .16 1.03
0.19 0.18 0.95 .23 1.09
0.19 0.18 0.99 .29 .14
0.19 0.18 1 .04 .33 .21
0.18 0.18 .18 .38 .29
0.18 0.15 .41 .49 .44
0.19 0.17 .40 .55 .47
0.21 0.18 .47 .61 .53
0.23 0.22 .29 .52 .40
0.26 0.24 .21 .53 .34
0.26 0.25 .19 .28 .23
0.27 0.27 .11 .14 .13
0.21 0.18 .50 .62 .55
0.22 0.20 .32 .44 .38
0.23 0.19 .41 .72 .56
0.24 0.21 .54 .68 .60
0.24 0.21 .53 .It .65
0.25 0.23 .60 .78 .71
0.25 0.25 .70 .78 .74
0.26 0.25 .63 .77 .72
0.26 0.25 .35 .65 .51
0.33 0.30 .16 .44 .30
0.32 0.32 .12 .22 .17
0.30 0.29 .14 .17 .16
0.08 0.04 .89 .12 .97
0.29 0.2b .60 .76 .69
0.35 0.28 .54 .73 .64
0.42 0.32 .48 .69 .60
0.50 0.38 .35 .65 .52
0.42 0.40 .45 .52 .49
0.57 0.44 .22 .62 .44
0.54 0.42 .29 .55 .46
0.58 0.48 .20 .55 .37
0.67 0.57 .25 .42 .31
3.03 2.42 .61 1.86 .70
0.53 0.51 .20 1.31 .26
0.59 0.52 .15 1.50 .30
0.59 0.56 .12 1.36 .22
0.59 0.58 .08 1.23 .15
0.35 0.24 .60 2.01 .78
0.12 0. 10 .86 1 .90 .88
0.09 0.09 1.93 1.96 1.96
O.bO 0.59 0.99 1.15 1.06
- 546 -
1 .45
0.0
0.01
0.02
0.03
0.05
0.06
0.07
0.09
0.15
0.0
0.01
0.22
0.26
0.21
0.19
0.14
0.33
0.24
0.15
0.39
0.41
0.56
0.89
1.11
2.33
1.52
2.07
2.73
11 .86
1.15
1.22
.31
.78
.67
.87
.62
.94
.12
.99
.95
.93
.98
2.70
3.07
3.32
4.62
2.71
1.45
2.17
0.09
0.08
0.10
0.13
0.15
0.18
0.20
0.23
0.44
0.50
0.68
0.48
0.51
0.27
0.16
0.67
0.38
0.99
0.86
1.17
1.31
1.39
1.44
4.92
2.88
2.29
3.04
16.19
1.74
2.07
2.12
2.25
2.01
2.30
2.25
2.70
2.33
5.26
2.35
2.99
3.14
3.38
3.17
3.58
4.83
3.46
1.45
0.69
0.04
0.05
0.07
0.08
0.10
0.13
0.15
0.19
0.16
0.26
0.42
0.36
0.32
0.23
0.15
0.47
0.29
0.52
0.57
0.77
0.97
1.20
1.25
3.54
2.34
2.19
2.85
13.76
1.36
1 .60
1.78
2.07
1.83
2.06
1.86
2.20
2.18
4.46
2.12
2.38
2.61
3.09
3.13
3.43
4.71
3.11
7.00
5.17
1.05
2.20
3.14
3.84
4.21
4.35
4.46
4.79
5.17
5.56
5.06
5.39
5.69
6.54
6.72
5.04
6.06
5.01
5.21
4.89
4.65
4.54
4.41
4.83
6.18
6.97
5.93
6.11
4.24
4.30
3.99
3.42
3.36
2.50
2.93
2.10
2.56
5.13
2.67
1.61
1.63
1.59
4.26
5.25
5.46
1.44
7.00
6.05
5.09
4.60
4.58
4.84
5.06
5.23
5.35
5.46
6.05
6.82
5.79
6.85
7.08
7.20
7.40
5.60
7.22
5.75
5.71
5.51
5.56
5.42
5.34
8.18
8.59
9.26
8.25
8.44
5.35
5.29
5.66
5.76
6.63
5.49
8.22
5.79
6.59
9.62
6.88
5.27
4.94
3.57
7.29
6.52
6.68
2.80
7.00
5.66
2.68
3.46
4.03
4.38
4.61
4.78
4.94
5.17
5.65
6.01
5.43
6.27
6.60
6.93
7.06
5.34
6.54
5.35
5.43
5.20
5.05
4.92
4.89
6.60
7.69
8.10
7.05
7.20
4.88
4.85
4.81
4.46
5.33
3.93
5.37
3.71
4.71
7.97
4.36
2.99
2.71
2.20
5.80
5.94
6.12
2.02
-------
I I
i j I I i i i J
k i I
i j i I i
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.59
0.5b
0.55
0.53
0.53
0.70
0.47
0.37
0.37
0.41
0.41
0.41
0.59
0.42
0.43
0.44
0.92
0.44
0.43
0.44
0.44
0.42
0.43
0.42
1.18
0.41
0.42
0.41
0.61
0.57
0.60
0.60
0.60
0.81
0.63
0.58
0.39
0.49
0.43
0.45
0.63
0.44
0.45
0.45
1.04
0.44
0.44
0.44
0.45
0.43
0.44
0.43
1.46
0.42
0.43
0.42
0.60
0.57
0.57
0.57
0.56
0.74
0.56
0.46
0.38
0.43
0.42
0.43
0.61
0.43
0.44
0.44
0.98
0.44
0.43
0.44
0.45
0.43
0.43
0.43
1.31
0.41
0.42
0.42
0.49
0.57
0.42
0.32
0.38
1.42
0.23
0.17
0.31
0.19
0.20
0.20
0.29
0.21
0.23
0.26
0.34
0.28
0.30
0.32
0.31
0.24
0.25
0.21
2.68
0.15
0.17
0.08
0.60
0.58
0.58
0.55
0.50
2.09
0.50
0.42
0.34
0.30
0.22
0.24
0.31
0.27
0.29
0.31
0.36
0.33
0.33
0.35
0.37
0.29
0.27
0.24
3.61
0.17
0.19
0.09
0.56 1.01
0.57 0.98
0.51 1.00
0.45 .01
0.46 .01
1.68 .65
0.37 .02
0.27 .04
0.32 .12
0.22 .08
0.21 .11
0.22 .11
0.30 1.03
0.24 1.10
0.26 1.08
0.29 1.06
0.35 2.26
0.31 .01
0.32 .02
0.34 .01
0.34 .02
0.26 .02
0.26 .05
0.23 .04
3.11 2.42
0.16 1.03
0.18 1.05
0.08 1.04
.09 1.03 2.59 3.89 3.37 1.26 3.37 2.35
.00 0.99 0.97 1.46 1.22 4.88 6.69 5.96
.03 1.02 1.33 3.38 2.34 1.71 4.00 3.00
.08 1.03 1.40 2.72 1.97 2.32 4.61 3.66
.13 .06 1.40 1.98 1.72 3.26 4.54 4.03
.04 .80 4.68 6.75 5.46 4.78 5.57 5.20
.10 .05 0.96 2.39 1.67 3.25 4.84 4.20
.13 .09 0.29 1.80 0.91 3.89 5.14 4.65
.13 .13 0.72 0.79 0.75 4.92 5.29 5.16
.13 .11 0.54 1.15 0.73 4.41 5.20 4.91
.13 .12 0.54 0.69 0.61 4.78 5.35 5.12
.13 .12 0.58 0.86 0.70 5.02 5.52 5.31
.06 .05 1.47 1.67 1.56 4.27 4.69 4.47
.13 .12 0.64 0.95 0.80 5.19 5.66 5.45
.13 .11 0.74 1.09 0.93 5.29 5.85 5.59
.11 1.09 0.90 1.18 1.05 5.46 6.07 5.78
.57 2.40 1.32 1.38 1.35 6.21 6.54 6.40
.08 1.04 1.05 1.34 1.20 5.65 6.42 6.07
.06 .04 1.14 1.27 .21 5.89 6.38 6.16
.03 .02 1.20 1.49 .36 6.08 6.78 6.47
.03 .02 1.42 1.63 .54 6.41 7.00 6.75
.04 .03 1.52 1.69 .61 6.77 7.27 7.05
.06 .05 1.76 1.98 .87 7.18 7.65 7.44
.07 .05 1.99 2.19 2.10 7.55 8.00 7.80
.93 .66 2.99 3.34 3.15 4.19 5.41 4.82
.04 .03 2.15 2.25 2.21 7.75 8.35 8.08
.07 .06 2.33 2.39 2.36 8.11 8.59 8.37
.06 .06 2.09 2.14 2.12 8.39 8.64 8.52
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 1050
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 168
NTAG = 4
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 1050 IS AS FOLLOWS
8107920982016.00 3829164670976.00 24420244520960.00 11859334791168.00 103972702519296.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 1050 IS AS FOLLOWS
0.0 0.0 0.0 4663205888.00
0.0
- 547 -
-------
LOW SLACK PREDICTIONS
**********«******?********
CONCENTRATION FACTORS
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
_ 25
31
32
33
_ 34
36
38
42
_ 43
44
48
49
HEAD
-0.9948
-1.2327
-0.7069
-1.1629
-1.5285
-1.1872
-1.494?
-1.7589
-1 .9933
-1.3223
-1.5936
-1.8733
-2.1044
-1.4259
-1 .7305
-1 .9449
-2.1394
-1.6462
-1.8908
-2.131R
1ST. CONST1T.
(MGL)
CYCLE 1064
0.42
0.42
CYCLE 1065
0.44
0.46
0.50
CYCLE 1066
0.52
0.53
0.53
0.52
CYCLE 1067
0.53
0.54
0.53
0.54
CYCLE 1068
0.54
0.57
0.58
0.59
CYCLE 1069
0.60
0.58
0.59
2ND. CONS11T.
(MGL)
22 DAYS,
0.17
0.17
22 DAYS,
0.19
0.21
0.23
22 DAYS,
0.24
0.25
0.25
0.25
22 DAYS,
0.29
0.35
0.42
0.50
22 DAYS,
0.57
0.58
0.59
0.59
22 DAYS,
0.57
0.56
0.49
3RD. CONST1T.
(MGL)
4.00 HOURS
1.48
1.48
4.50 HOURS
1.54
1.59
1.70
5.00 HOURS
1.73
1.72
1.67
1.61
5.50 HOURS
1.58
1.53
1.47
1.36
6.00 HOURS
1.22
1.20
1.15
1.12
6.50 HOUPS
1 .08
0.99
1.02
- 548 -
4TH. CONSTIT.
(MGL)
0.32
0.33
0.49
0.67
0.99
1.16
1.31
1.39
1.44
1.74
2.06
2.09
2.19
2.30
2.70
2.99
3.14
3.36
3.04
2.59
5TH. COMSTIT.
(MGL)
5.61
5.57
5.36
5.02
4.71
4.48
4.29
4.37
4.28
3.99
3.66
3.21
2.66
1.68
1.57
1.33
1.57
1.80
2.11
3.22
-------
i i I J i j *
i j i i I J I
i I J i j i j i
51
52
55
56
58
59
60
62
63
64
66
68
69
70
71
72
74
76
-2.3012
-1.7276
-1.9346
-2.1232
-2.2700
-1.5720
-1.8488
-2.0390
-2.1636
-2.2396
-1.7516
-1.9550
-2.1250
-2.2396
-2.2856
-1.9365
-2.0499
-0.9482
0.55
CYCLE 1070
0.53
0.47
0.37
0.42
CKCLE 1071
0.42
0.44
0.44
0.45
0.45
CYCLE 1072
0.44
0.44
0.44
0.42
0.44
CYCLE 1073
0.43
0.41
CYCLE 1074
0.41
0.42
22 DAYS,
0.32
0.23
0.17
0.20
22 DAYS,
0.22
0.24
0.27
0.29
0.31
22 DAYS,
0.33
0.34
0.31
0.24
0.25
22 DAYS,
0.23
0.15
22 DAYS,
0.08
1.03
7.00 HOURS
1.07
1 .09
1.13
1.13
7.50 HOURS
1 .12
1.11
1.10
1 .08
1.07
8.00 HOURS
1.01
1 .01
1.03
1.04
1.06
8.50 HOURS
1 .06
1.03
9.00 HOURS
1 .04
1.34
1.41
0.96
0.29
0.65
0.66
0.86
0.95
1 .09
1.18
1.34
1.49
1.63
1.69
1.98
2.18
2.23
2.10
3.93
4.42
4.71
4.9b
4.99
5.05
5.07
5.08
5.15
5.28
5.47
5.78
5.94
6.17
6.47
6.65
6.87
7.22
- 549 -
-------
LOW SLACK PREDICTIONS
**************************
CONCENTRATION FACTORS
**************************
JUNCTION
NUMBER
2
_ 11
12
13
_ 20
22
23
24
_ 25
31
32
33
= 34
36
38
42
_ 43
44
48
49
HEAD
cm
-0.9948
-1.2327
-0.7069
-1.1629
-1.5285
-1.1872
-1.4942
-1.7589
-1.9933
-1.3223
-1.5936
-1.8733
-2.1044
-1.4259
-1.7305
-1.9449
-2.1394
-1.6462
-1.8908
-2.1318
1ST. CONSTIT.
(MGL)
CYCLE 1089
0.42
0.42
CYCLE 1090
0.44
0.46
0.50
CYCLE 1091
0.52
0.53
0.53
0.52
CYCLE 1092
0.53
0.54
0.53
0.54
CYCLE 1093
0.54
0.57
0.59
0.59
CYCLE 1094
0.60
0.58
0.59
2ND. CONSTIT.
(MGL)
22 DAYS,
0.17
0.17
22 DAYS,
0.19
0.21
0.23
22 DAYS,
0.24
0.25
0.25
0.25
22 DAYS,
0.29
0.35
0.42
0.50
22 DAYS,
0.57
0.58
0.59
0.59
22 DAYS,
0.57
0.56
0.49
3RD. CONSTIT.
(MGL)
16.50 HOURS
1.47
1.48
17.00 HOURS
1.53
1 .59
1.70
17.50 HOURS
1.73
1.72
1.67
1.61
18.00 HOURS
1.58
1.53
1 .47
1.36
18.50 HOURS
1.22
1.20
1 .15
1.1?
19.00 HOURS
1.08
0.99
1 .02
4TH. CONSTIT.
(MGL)
0.32
0.33
0.49
0.67
0.99
1.16
1.31
1.39
1.44
1.74
2.06
2.09
2.19
2.30
2.70
2.99
3.14
3.36
3.04
2.59
5TH. CONSTIT.
(MGL)
5.88
5.88
5.77
5.53
5.41
5.35
5.43
5.41
5.66
5.77
5.74
5.57
4.78
3.70
3.35
2.46
2.61
2.19
2.58
3.36
- 550 -
-------
i ; i
I 'i k t k
_ 51
52
55
56
_ 58
59
60
62
63
= 64
66
68
69
70
- 71
72
_ 74
76
-2
-1
-1
-2
-2
-1
-1
-2
-2
-2
-1
-1
-2
-2
-2
-1
-2
-0
.3012
.7276
.9346
.1232
.2700
.5720
.R488
.0390
.1636
.2396
.7516
.9550
.1250
.2396
.2856
.9365
.0499
.9482
0
CYCLE.
0
0
0
0
CYCLE
0
0
0
0
0
CYCLE
0
0
0
0
0
CYCLE
0
0
CYCLE
0
.55
1095
.53
.47
.37
.42
1096
.42
.44
.44
.45
.45
1097
.44
.44
.44
.42
.44
1098
.43
.41
1099
.41
0.42
22 DAYS,
0.32
0.23
0.17
0.20
22 DAYS,
0.22
0.24
0.27
0.29
0.31
22 DAYS,
0.33
0.34
0.31
0.24
0.25
22 DAYS,
0.23
0.15
22 DAYS,
0.08
1
19.50 HOURS
1
1
1
1
20.00 HOURS
1
1
1
1
1
20.50 HOURS
1
1
1
1
1
21.00 HOURS
1
1
21. bO HOURS
1
.03
.07
.09
.13
.13
.12
.11
.10
.08
.07
.01
.01
.03
.04
.06
.06
.03
.04
1.
1 .
0.
0.
0.
0.
0.
0.
1 .
1.
1.
1.
1.
1.
1 .
2.
2.
2.
34
41
96
29
65
66
86
95
09
18
34
49
63
69
98
18
23
10
4.
4.
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6.
6.
6.
6.
7.
7.
05
62
82
07
07
10
11
11
19
35
55
87
05
29
61
84
01
10
- 551 -
-------
******************************************
STARTS AT CYCLE 1050 ( 21 DAYS 21.0 HOURS)
WATER QUALITY SUMMARY
******************************************
ENDS AT CYCLE 1100 ( 22 DAYS 22.0 HOURS)
JUNC
CONSTITUENT 1
HIN MAX AVE
CONSTITUENT 2
MIN MAX AVE
CUNSTITUFNT 3
HIN MAX AVE
CONSTITUENT 4
MIN MAX AVE
CONSTITUENT 5
MIN MAX AVE
1 0.30
2 0.32
3 0.07
4 0.14
5 0.20
6 0.23
7 0.25
8 0.26
9 0.28
10 0.32
11 0.33
12 0.37
13 0.40
14 0.38
15 0.37
16 0.36
17 0.34
18 0.40
19 0.39
20 0.38
21 0.44
22 0.43
23 0.46
24 0.49
25 0.52
26 0.54
27 0.52
28 0.53
29 0.62
30 0.76
31 0.52
32 0.52
33 0.52
34 0.53
35 0.51
36 0.52
37 0.51
38 0.53
39 0.53
40 0.97
41 0.52
42 0.53
43 0.52
44 0.58
45 0.56
46 0.57
47 0.59
48 0.57
0.30
0.42
0.26
0.26
0.29
0.32
0.34
0.35
0.37
0.38
0.42
0.44
0.46
0.44
0.44
0.39
0.35
0.47
0.41
0.50
0.50
0.52
0.53
0.53
0.53
0.59
0.54
0.58
0.66
0.86
0.53
0.54
0.54
0.55
0.53
0.54
0.54
0.57
0.56
1.28
0.53
0.59
0.59
0.60
0.57
0.58
0.60
0.59
0.30
0.3;
0.16
0.21
0.25
0.27
0.29
0.31
0.33
0.36
0.38
0.41
0.43
0.41
0.40
0.37
0.35
0.44
0.40
0.44
0.46
0.48
0.50
0.52
0.52
0.56
0.53
0.55
0.64
0.80
0.52
0.53
0.53
0.54
0.52
0.53
0.52
0.54
0.55
1.10
0.52
0.55
0.56
0.59
0.57
0.58
0.60
0.58
0.30
0.12
0.04
0.08
0.12
0.15
0.17
0.17
0.17
0.17
0.12
0.15
0.15
0.21
0.21
0.25
0.27
0.13
0.18
0.14
0.19
0.18
0.20
0.23
0.24
0.25
0.27
0.31
0.29
0.01
0.24
0.24
0.24
0.28
0.38
0.31
0.36
0.36
0.44
2.00
0.49
0.41
0.50
0.57
0.10
0.09
0.09
0.56
0.30
0.17
0.21
0.16
0.18
0.18
0.18
0.18
0.18
0.18
0.17
0.19
0.21
0.23
0.26
0.26
0.27
0.21
0.22
0.23
0.24
0.24
0.25
0.25
0.25
0.26
0.33
0.32
0.30
0.08
0.29
0.35
0.42
O.bO
0.42
0.58
0.54
0.58
0.67
3.03
0.53
0.59
0.59
0.59
0.35
0.12
0.10
0.60
0.30 1.00
0.15 1.40
0.10 0.24
0.13 0.48
0.16 0.66
0.17 0.78
0.17 0.85
0.17 0.89
0.17 0.95
0.17 1.11
O.lb .40
0.17 .43
0.17 .46
0.22 .29
0.24 .22
0.26 .20
0.27 .13
0,18 .47
0.20 .32
0.18 .39
0.21 .52
0.21 .51
0.23 .59
0.24 .67
0.24 .61
0.25 .34
0.30 .16
0.32 .12
0.29 .14
0.04 .B9
0.25 .58
0.2B .53
0.31 .47
0.38 .35
0.40 .44
0.44 .22
0.42 .29
0.48 .20
0.57 .24
2.42 .60
0.51 .20
0.52 .15
0.56 .12
0.58 .08
0.24 .60
0.10 .8b
0.09 .93
0.59 0.99
- 552 -
1.00 1.00
1.48 1.43
0.88 0.54
0.87 0.72
1.00 0.84
1.09 0.93
1.18 .00
1.25 .07
1.30 .15
1.35 .25
1.48 .44
1.54 .47
1.59 .51
1.51 .39
1.51 .34
1.29 .24
1.16 .14
1.61 .53
1.43 1.38
1.70 1.54
1.67 1.58
1.74 .63
1.75 .69
1.76 .72
1.74 .69
1.62 .49
1.42 .29
1.21 .16
1.17 .16
2.13 .98
1.73 .66
1.70 .62
I.fc6 .58
1.62 .51
1.50 .47
1.60 .43
1.54 .45
1.54 .36
1.41 .31
1.85 .70
1.30 .26
1.49 .30
1.35 .22
1.22 .15
2.01 .78
1.90 .88
1.96 .96
1.15 .06
1 .45
0.0
0.01
0.02
0.03
0.04
0.05
0.07
0.08
0.14
0.0
0.0
0.19
0.25
0.20
0. 19
0.14
0.32
0.23
0.13
0.38
0.39
0.55
0.89
1.11
2.33
1.52
2.07
2.73
11 .86
1 .15
1.22
1 .31
1 .78
1.67
1.87
1.62
1.94
2.12
3.99
1.95
1.93
1.98
2.70
3.07
3.32
4.62
2.71
1.45
2.17
0.08
0.07
0.09
0.11
0.14
0.16
0.18
0.21
0.43
0.49
0.67
0.47
0.50
0.26
0.15
0.66
0.37
0.99
0.86
1.17
1.31
1.39
1.44
4.92
2.88
2.29
3.04
16.19
1.74
2.07
2.12
2.25
2.01
2.30
2.25
2.70
2.33
5.26
2.35
2.99
3.14
3.38
3.17
3.58
4.83
3.46
1.45
0.69
0.03
0.04
0.06
0.08
0.09
0.11
0.13
0.17
0.15
0.25
0.40
0.35
0.32
0.22
0.14
0.46
0.28
0.51
0.56
0.76
0.97
1.19
1.25
3.54
2.34
2.19
2.85
13.76
1.36
1 .60
1.78
2.07
1.83
2.06
1.86
2.20
2.18
4.48
2.12
2.38
2.61
3.09
3.13
3.43
4.71
3.11
7.00
5.12
1 .08
2.20
3.12
3.82
4.20
4.36
4.48
4.80
5.12
5.36
4.88
5.46
5.80
6.65
6.70
5.02
5.87
4.69
4.88
4.48
4.25
4.26
4.18
4.99
6.47
6.82
5.67
6.13
3.98
3.64
3.13
2.52
3.76
1.68
2.37
1.57
2.98
6.10
2.12
1.13
1.57
1.76
4.66
5.29
5.54
1.59
7.00 7.00
6.00 5.66
5.13 2.68
4.70 3.47
4.61 4.04
4.84 4.39
5.06 4.62
5.25 4.79
5.38 4.95
5.48 5.17
6.00 5.65
6.70 6.01
5.68 5.44
7.03 6.27
7.28 6.60
7.32 6.93
7.36 7.06
5.73 5.34
7.06 6.54
5.64 5.35
5.78 5.43
5.59 5.21
5.48 5.06
5.44 4.93
5.67 4.89
9.03 6.60
9.26 7.68
9.09 8.08
7.89 7.02
8.24 7.13
5.77 4.88
5.74 4.85
5.57 4.80
5.31 4.45
7.83 5.28
5.05 3.92
7.24 5.33
5.14 3.69
7.95 4.64
10.95 7.90
5.45 4.32
4.66 2.99
3.87 2.69
2.87 2.20
7.65 5.79
6.52 5.94
6.74 6.09
2.58 2.02
-------
i j i j I i t
ft i k
I j i i i '%
49
50
51
52
53
54
55
56
57
56
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.59
0.56
0.55
0.53
0.53
0.70
0.47
0.37
0.37
0.41
0.41
0.41
0.59
0.42
0.43
0.44
0.92
0.44
0.43
0.44
0.44
0.42
0.43
0.42
1.18
0.41
0.42
0.41
0.61
0.57
0.60
0.60
0.60
0.81
0.63
0.58
0.39
0.49
0.43
0.45
0.63
0.44
0.45
0.45
1.04
0.44
0.44
0.44
0.45
0.43
0.44
0.43
1.46
0.42
0.43
0.42
0.60
0.57
0.57
0.57
0.56
0.74
0.56
0.46
0.38
0.43
0.42
0.43
0.61
0.43
0.44
0.44
0.98
0.44
0.43
0.44
0.45
0.43
0.43
0.43
1.31
0.41
0.42
0.42
0.49
0.57
0.42
0.32
0.38
1.42
0.23
0.17
0.31
0.19
0.20
0.20
0.29
0.21
0.23
0.26
0.34
0.2B
0.30
0.32
0.31
0.24
0.25
0.21
2.68
0.15
0.17
0.08
0.60
0.58
0.59
0.55
0.50
2.09
0.51
0.42
0.34
0.30
0.22
0.24
0.31
0.27
0.29
0.31
0.3b
0.33
0.33
0.35
0.37
0.29
0.27
0.24
3.61
0.17
0.19
0.09
0.56 1.01 1.09 1.03
0.57 0.98 1.00 0.99
0.51 .01 1.03 .02
0.45 .01 1.08 .03
0.46 .01 1.13 .06
1.68 .65 2.04 .81
0.37 .02 1.10 .06
0.27 .04 1.13 .09
0.32 .12 1.13 .13
0.22 .08 1.13 1.11
0.21 .11 1.13 1.12
0.22 .11 1.13 1.12
0.30 .03 1.06 1.05
0.24 .10 1.13 .12
0.26 .08 1.13 .11
0.29 .06 1.11 .09
0.35 .26 2.57 .40
0.31 .01 1.08 .04
0.32 .02 1.06 .04
0.34 .01 1.03 .02
0.34 .02 1.03 .02
0.26 .02 1.04 .03
0.26 .05 1.06 .05
0.23 .04 1.07 1.05
3.11 .42 2.93 2.66
0.16 .03 1.04 1.03
0.18 .05 1.07 1.06
0.08 .04 1.06 1.06
2.59
0.97
1.33
1.40
1.40
4.68
0.96
0.29
0.72
0.54
0.54
0.58
1.47
0.64
0.74
0.90
.32
.05
.14
.20
.42
.52
.76
.99
2.99
2.15
2.33
2.09
3.89
1.46
3.38
2.72
1.98
6.75
2.39
1.80
0.79
1.15
0.69
0.86
1.67
0.95
1.09
.18
.38
.34
.27
.49
.63
.69
.98
2.19
3.34
2.25
2.39
2.14
3.37
1.22
2.34
1.97
1.72
5.46
1.67
0.91
0.75
0.73
0.61
0.70
1.56
0.80
0.93
.05
.35
.20
.21
.36
.54
.61
.87
2.10
3.15
2.21
2.36
2.12
1.72
5.42
2.02
2.53
3.42
4.97
3.38
3.99
4.99
4.51
4.84
5.03
4.22
5.06
5.06
5.10
6.18
5.13
5.2fl
5.41
5.64
5.91
6.26
6.56
3.99
6.76
6.95
7.10
3.36
7.12
4.05
4.64
4.56
5.67
4.84
5.10
5.39
5.10
5.17
5.24
4.54
5.27
5.26
5.35
6.52
5.58
5.58
5.89
6.07
6.29
6.62
6.90
4.81
7.14
7.33
7.32
2.34
5.94
3.00
3.66
4.03
5.19
4.19
4.63
5.15
4.86
5.02
5.12
4.42
5.13
5.14
5.21
6.31
5.35
5.41
5.64
5.84
6.09
6.41
6.69
4.45
6.89
7.14
7.24
- 553 -
-------
»»t»t»«t»»**t**»**«»*»*»*«**»**»»**«»*»*t«
STARTS AT CYCLE 800 ( 16 DAYS 16.0 HOURS)
hATEK QUALITY SUMMARY
(I****************************************
ENDS AT CYCLE 1200 ( 25 DAYS 24.0 HOURS)
JUNC
CONSTITUENT 1
HIN MAX AVE
CONSTITUENT 2
MIN MAX AVE
CONSTITUENT 3
MIN MAX AVE
CONSTITUENT 4
MIN MAX AVE
CONSTITUENT 5
MIN MAX AVE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
0.0
0.32
0.06
0.13
0.19
0.22
0.24
0.26
0.27
0.32
0. 33
0.36
0.40
0.38
0.37
0.36
0. 34
0.39
0. 38
0.38
0.43
0.43
0.46
0.49
0.51
0.54
0.52
0.53
0.62
0.75
0.52
0.52
0.52
0.53
0.51
0.52
0.51
0.53
0.53
0.97
0.52
0.53
0.52
0.58
0.56
0.57
0.59
0.57
0.30
0.42
0.29
0.29
0.31
0.33
0.35
0.37
0.38
0.39
0.42
0.45
0.47
0.44
0.44
0.39
0.35
0.48
0.41
0.51
0.50
0.52
0.54
0.54
0.53
0.59
0.54
0.58
0.66
0.86
0.54
0.55
0.55
0.55
0.54
0.55
0.54
0.57
0.56
1.2R
0.53
0.59
0.59
0.60
0.57
0.58
0.60
0.59
0.30
0.37
0.17
0.23
0.26
0.28
0.30
0.32
0.33
0.36
0.38
0.41
0.43
0.41
0.40
0.3;
0.35
0.44
0.40
0.44
0.46
0.48
0.50
0.52
0.53
0.57
0.53
0.55
0.64
0.80
0.53
0.53
0.53
0.54
0.52
0.54
0.52
0.54
0.55
1.10
0.52
0.55
0.56
0.59
0.57
0.58
0.60
0.58
0.0
0.12
0.04
0.08
0.12
0.15
0.16
0.17
0.17
0.16
0.12
0.15
0.15
0.21
0.21
0.25
0.26
0.13
0.18
0.14
0.18
0.18
0.20
0.23
0.24
0.25
0.27
0.31
0.29
0.01
0.23
0.24
0.24
0.28
0.38
0.31
0.36
0.36
0.44
2.00
0.49
0.41
0.50
0.57
0.10
0.09
0.09
0.56
0.30 0.30 0.0 1.00 1.00
0.17 0.15 1.40 1.49 1 .44
0.22 0.11 0.22 0.97 0.59
0.19 0.14 0.45 0.99 0.77
0.19 0.16 0.62 .08 0.88
0.19 0.17 0.75 .16 0.96
0.19 0.18 0.82 .23 .03
0.19 0.18 0.86 .29 .10
0.19 0.17 0.93 .33 .17
0.18 0.17 1.09 .38 .27
0.18 0.15 1.40 .49 .44
0.19 0.17 1.40 .55 .48
0.21 0.18 1.44 .61 .52
0.23 0.22 1.28 .52 .39
0.26 0.24 1.21 .53 .33
0.26 0.26 1.19 .29 .24
0.27 0.27 1.11 .16 .14
0.21 0.18 1.46 .62 .54
0.22 0.20 1.32 .44 .38
0.23 0.19 1.38 .72 .55
0.24 0.21 1.50 .68 .59
0.24 0.21 1.50 .76 .64
0.25 0.23 1.58 .78 .70
0.25 0.24 1.67 .78 .72
0.26 0.24 1.60 .77 .70
0.26 0.25 1.34 .65 .49
0.33 0.30 1.15 .44 .29
0.32 0.32 1.12 .22 .16
0.30 0.29 .14 .17 .16
0.08 0.04 .B9 .13 .98
0.29 0.25 .58 .76 .67
0.35 0.28 .52 .73 .62
0.42 0.32 .47 .69 .58
0.50 0.38 .35 .65 .51
0.42 0.40 .44 1.52 .48
0.58 0.44 .22 1.62 .43
0.54 0.42 .29 1.55 .45
0.5K 0.49 .20 1.55 .36
0.67 0.57 .24 1.42 .31
3.03 2.42 .60 .8b .70
0.53 0.51 .20 .31 .26
0.59 0.52 .15 .50 .3"
0.59 0.56 .12 .36 .22
0.59 0.58 .08 .23 .15
0.35 0.24 .60 2.01 .78
0.12 0.10 .86 1.90 .88
0.10 0.09 .93 1.96 .96
0.60 0.59 0.99 1.15 .06
0.0
0.0
0.01
0.02
0.03
0.04
0.05
0.06
0.08
0.13
0.0
0.0
0.19
0.25
0.20
0.19
0.14
0.32
0.23
0.13
0.38
0.39
0.55
0.89
1.11
2.33
1.52
2.07
2.73
11 .86
1.15
1.22
1.31
1.78
1.67
1.87
1.62
1.94
2.12
3.99
1.95
1.93
1.98
2.70
3.07
3.32
4.62
2.71
1.45**
2.17
0.09
0.08
0.10
0.13
0.15
0.18
0.20
0.23
0.44
0.50
0.68
0.48
0.51
0.27
0.16
0.67
0.38
0.99
0.86
1.17
1.31
1.39
1.44
4.92
2.88
2.29
3,04
16.19
1.74
2.07
2.12
2.25
2.01
2.30
2.25
2.70
2.33
5.26
2.35
2.99
3.14
3.38
3.17
3.58
4.63
3.46
*****
0.66
0.04
0.04
0.06
0.08
0.10
0.12
0.14
0.18
0.16
0.26
0.41
0.35
0.32
0.22
0.15
0.46
0.28
0.52
0.56
0.77
0.98
1.20
1 .25
3.56
2.34
2.19
2.85
13.79
1 .36
1 .60
1 .78
2.07
1.83
2.06
1.86
2.20
2.18
4.49
2.12
2.39
2.61
3.09
3.13
3.43
4.71
3.11
0.0
5.12
1 .04
2.17
3.10
3.80
4.17
4.32
4.43
4.75
5.12
5.34
4.88
5.34
5.65
6.51
6.70
4.95
5.82
4.65
4.85
4.42
4.20
4.26
4.18
4.64
6.01
6.70
5.61
6.04
3.97
3.63
3.13
2.52
3.34
1 .68
2.37
1.57
2.26
5.06
2.12
1.31
1.44
1.52
4.21
5.25
5.46
1.38
7.00
6.05
5.14
4.70
4.62
4.88
5.09
5.28
5.41
5.52
6.05
6.83
5.79
7.07
7.31
7.33
7.40
5.74
7.26
5.76
5.86
5.59
5.56
5.47
5.70
9.20
9.32
9.26
8.33
8.44
5.78
5.89
5.89
5.80
7.83
5.54
8.42
5.83
7.95
10.95
6.88
5.27
4.94
3.57
7.68
6.58
6.74
2.80
6.99
5.67
2.70
3.48
4.04
4.39
4.62
4.79
4.95
5.17
5.66
5.99
5.43
6.28
6.62
6.93
7.05
5.34
6.53
5.35
5.43
5.20
5.05
4.92
4.89
6.62
7.69
8.08
7.02
7.15
4.87
4.85
4.79
4.44
5.30
3.91
5.31
3.68
4.68
7.93
4.32
2.9?
2.69
2.19
5.80
5.93
6.10
2.01
- 554 -
-------
i i
I i
i i ( i
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
0.59
0.56
0.55
0.53
0.53
0.70
0.47
0.37
0.37
0.41
0.41
0.41
0.59
0.42
0.43
0.44
0.92
0.44
0.43
0.44
0.44
0.42
0.43
0.42
1.18
0.41
0.42
0.41
0.61
0.57
0.60
0.60
0.60
0.81
0.63
0.58
0.39
0.49
0.43
0.45
0.63
0.44
0.45
0.45
1.04
0.44
0.44
0.44
0.45
0.43
0.44
0.43
1.46
0.42
0.43
0.42
0.60
0.57
0.57
0.57
0.56
0.74
0.56
0.46
0.38
0.43
0.42
0.43
0.61
0.43
0.44
0.44
0.98
0.44
0.43
0.44
0.45
0.43
0.43
0.43
1.31
0.41
0.42
0.42
0.49
0.57
0.42
0.32
0.38
1.42
0.23
0.17
0.31
0.19
0.20
0.20
0.29
0.21
0.23
0.26
0.34
0.28
0.30
0.32
0.31
0.24
0.25
0.21
2.68
0.15
0.17
0.08
0.60
0.58
0.59
0.55
0.50
2.09
0.51
0.42
0.34
0.30
0.22
0.24
0.31
0.27
0.29
0.31
0.36
0.33
0.33
0.35
0.37
0.29
0.27
0.24
3.61
0.17
0.19
0.09
0.56
0.57
0.51
0.45
0.46
1.68
0.37
0.27
0.32
0.22
0.21
0.22
0.30
0.24
0.26
0.29
0.35
0.31
0.32
0.34
0.34
0.26
0.26
0.23
3.11
0.16
0.18
0.08
1.01 .09 l.C'3
0.98 .00 0.' 9
1.00 .03 .02
1.01 .08 .03
1.01 .13 .06
1.65 .04 .81
1.02 .10 .06
1.04 .13 .09
1.12 .13 .13
1.08 .13 .11
1.11 .13 .12
1.11 .13 .12
1.03 .06 .05
1.10 .13 .12
1.08 .13 .11
1.06 .11 .09
2.26 2.57 .40
1.01 1.08 .04
1.02 1.06 .04
1.01 1.03 .02
1.02 1.03 .02
1.02 1.04 .03
1.05 .06 .05
1.04 .07 .05
2.42 .93 .65
1.03 .04 .03
1.05 .07 .06
1.04 .06 .06
2.59
0.97
1.33
1.40
1.40
4.68
0.96
0.29
0.72
0.54
0.54
0.58
1.47
0.64
0.74
0.90
1.32
1.05
1.14
.20
.42
.52
.76
.99
2.99
2.15
2.33
2.09
3.89
1.46
3.38
2.72
1.98
6.75
2.39
1.80
0.79
1.15
0.69
0.86
1.67
0.95
1.09
1.18
1.38
1.34
1.27
1.49
1.63
1.69
1.98
2.19
3.34
2.25
2.39
2.14
3.37
1.22
2.33
1.97
1.73
5.47
1.67
0.90
0.75
0.73
0.61
0.70
1.56
0.80
0.93
.05
.35
.20
.21
.36
.54
.61
1.87
2.10
3.15
2.21
2.36
2.12
1.26
4.88
1.71
2.32
3.26
4.78
3.25
3.89
4.92
4.41
4.69
4.82
4.16
4.82
4.85
4.89
6.08
4.99
5.16
5.33
5.59
5.89
6.24
6.47
3.98
6.67
6.78
7.01
3.44 2.35
7.15 5.95
4.06 3.00
4.68 3.65
4.61 4.02
5.70 5.19
4.89 4.18
5.18 4.62
5.39 5.14
5.23 4.86
5.30 5.04
5.55 5.18
4.69 4.43
5.68 5.26
5.86 5.34
6.08 5.47
6.60 6.35
6.43 5.68
6.39 5.75
6.78 5.99
7.00 6.18
7.27 6.40
7.65 6.67
8.00 6.91
5.41 4.57
8.35 7.09
8.59 7.32
8.64 7.41
RESTART DECK TAPE WAS LAST WRITTEN AFTER CYCLE 1201
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 174
NTAG = 5
THE TOTAL MASS (TONS) FOR EACH CONSTITUENT AT CYCLE 1201 IS AS FOLLOWS
8483195846656.00 3966669684736.00 25507391340544.00 11848937111552.00 108233779838976.00
THE TOTAL MASS (TONS) DEPLETED FOR EACH CONSTITUENT AS OF CYCLE 1201 IS AS FOLLOWS
0.0 0.0 0.0 6586933248.00
0.0
- 555 -
-------
END OF QUALITY RUN. 1201 CYCLES.
THE FOLLOWING DEPLETION CORRECTIONS (MG/L * CU fT) WERE ACCUMULATED FOR CONSTITUENT 4
0. 0. 0. 0. 0. 6. 0. 0. 0. 0.
843995. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0.
- 556 -
-------
4 j I
4 i i l \ i
I i I
S I i I I i
DELAWARE ESTUARY CENTER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE BOO TO CYCLE 807
2
2
1
1
0
0
I
I
I
I
I
I
I
I
I
I
I
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10 * 0 X 0
0
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4
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4
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4
4
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+
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4
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4
4
4 X
+
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0«* 0
4
4
4
+
4
+
+
20.0
+ + +
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
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4
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4
4
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4
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30.0 40.0 50.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
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4
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* *4 »
04
4
4
4
4
4
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60.0
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
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70.0 80.0 90.0
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MILES BELOW TRENTON
- 557 -
-------
DtLANAPE ESTUARY CENTER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE 800 TO CYCLE 807
2
0
n
1
I
I
I
I
1
1
I
I
I
I
I
I
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4
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+
4
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4
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
fiO.O
90.0
100.0
MILKS BfcLOW TFENTON
- 558 -
-------
I j k
i ) I J i
DELAWARE ESTUARY CENTER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE 800 TO CYCLE 807
2.
2%
1 .
1 .
0.
0.
I
I
I
I
1
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1
0.0
10.0
20.0
30.0
40.0
50.0
faO.O
70.0
80.0
90.0
100.0
MILES BELOW TRENTON
- 559 -
-------
DELAWARE. ESTUARY CENTER CHANNEL
HIGH HATER SLACK PLOT FROM CYCLE,
5.01 4444444444
I
I
I
I
I
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1
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4.0-
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444444444
444
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800 TO CYCLE
4444444
807
44444444
1.0
1
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10.0
20.0
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60.0
70.0
80.0
90.0
100.0
BELOW THENTON
- 560 -
-------
fc i I i I i I J I j i i i j i / I j | j i
DELAWARE ESTUARY CENTER CHANNEL
HIGH bATER SLACK PLOT FROM CYCLE 800 TO CYCLE 832
10.01 44444444444444444444444444444444444444444444444444
144444
1X4 4 4 4 4
144444
144444
144444
IX 4 4 4 4 4
10 4 4 4 4 4
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1 .* 4 4 4 4 4
8.0- 44444444444444444444444444444444444444444444444444
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6.0- 44444 4.0 4444444444444444444444444444444444444444444
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T I 4 . X 4 . 4 4 4
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1 4**4X 4 4 4
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2.0- 44444444444444444444444444444444444444444444444444
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144444
144444
144444
144444
I 4 4 4 4 4
0.01 I I 1 1 1 1 I I 1 1
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0
MILES BELOW TPtNTON
- 561 -
-------
DELAWARE ESTUARY CENTER CHANNEL - QUALITY SUMMARY
SUMMARY STARTS AT CYCLE 800 Ib DAYS 16.0 HOURS
c
0
N
S
I
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100.0
MILES BELOW TRENTON
- 562 -
-------
i j i i i 1 I i i i i i i j i i t I I J I I I
DELAWARE ESTUARY CENTER CHANNEL - QUALITY SUMMARY
SUMMARY STARTS AT CYCLE 800 16 DAYS 16.0 HOURS
AT CYCLE B50 17 DAYS 17.0 HOURS
2
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100.0
MILES BELOW TRKNTON
- 563 -
-------
DELAWARE ESTUARY CENTER CHANNEL - QUALITY SUMMARY
SUMMARY STARTS AT CYCLE 800 16 DAYS 16.0 HOURS
SUMMARY ENDS AT CYCLE 850 17 DAYS 17.0 HOURS
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MILES BELOW TRENTON
- 564 -
-------
i t i i i i I i I
J i
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t j i j
DELAWARE ESTUARY CENTER CHANNtI, - QUALITY
SUMMARY STARTS AT CYCLE 800
SUMMARY ENDS Al CYCLt B50
16 DAYS 16
17 DAYS 17
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100.0
hlLES PF.LUW TKENTON
- 565 -
-------
DELAWARE ESTUARY CENTER CHANNEL - OUALITY SUMMARY
SUMMARY STARTS AT CYCLE 800 16 DAYS 16.0 HOURS
SUMMARY ENDS AT CYCLE HbO 17 DAYS 17.0 HOURS
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MILtS BM/Ok TKLNION
- 566 -
-------
I i i
i j i
i ;
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DELAWARE. LSTUARY CENTER CHANNEL
LOW WATER SLACK PLOT FROM CYCLE 1064 TO CKCLE 1074
2.51 44444
4444
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- 567 -
-------
DLLAWARE ESTUARY CENTEH CHANNEL
LOW WATER SLACK PLOT FROM CYCLE 1064 TO CYCLE 1074
2.
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MILES BELOW THF.NTON
- 568 -
-------
: I
C I C
LE1LAWARE ESTUARY CENTER CHANNEL
LOW WATER SLACK PLOT t ROM CYCLF 1064 TO CYCLE 1074
2
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MILES BELOW TRENTON
- 569 -
-------
DELAWARE ESTUAHY CENTER CHANNEL
LOW WATER SLACK PLOT F PUM CYCLE 1064 TO CYCLF 1074
c
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20.0
30.0
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SO.O
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100.0
MILKS BELOW THt.NTUN
- 570 -
-------
DELAWARE. ESTUARY CENTEH CHANNEL
LOW WATER SLACK PLOT FROM CYCLE 1064 TO CYCLE 1099
10
8
6
4
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4
4
4
4
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4
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MLES BELOK TRKNKJN
- 571 -
-------
DELAWARE ESIUAKY CLNTEF* CHANNF-L - OUALITY SUMMARY
SUMMARY STAP1S Al CYCLE lObO 21 DAYS 21.0 HOURS
c
0
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4
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2O. 0
SUMMARY ENDS AT CYCLE 1100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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00 0 0+ * 000^ * 0
* . . 0 4
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4
4
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4
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30.0 4U.O 50.0
22 DAYS 22.0 HOURS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
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4
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4
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4
4
4
4
4
4
4
4
4
4
100.0
MILLS HELOW TRLNTON
- 572 -
-------
I t I
S j i j t
C J
DELAWARE ESTUARY CtNTtH CHANNEL - OUAL1TY SUMMARY
SUMMARY STARTS AT CYCLt 1050 21 DAYS 21.0 HOURS
22 DAYS 22.0 HOURS
C
0
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4
1
100.0
MILLS BtLOW TRENTON
- 573 -
-------
DELAWARE fSTUAPY CENTEH CHANNEL - QUALITY SUMNAKY
SUMMARY STARTS AT CYCLE 1050 21 UAVfa 21.0 HOURS
SUMMARY ENDS AT CYCLE 1100 22 DAYS 22.0 HOURS
c
0
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4
4
4
4
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4
4
4
4
4
4
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4
4
4
4
4
4
4
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4444
4
4
4
4
4
4
4
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4
100.0
PILES HEUlVi TRENTON
- 574 -
-------
DELAWARE ESTUARY CENTER CHANNEL - QUALITY SUMMARY
3
I
I
I
1
I
1
I
I
1
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I
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4
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10.0 20.0
SUMMARY STARTS AT CYCLE 1050
SUMMARY ENDS AT CYCLE HOC
4
4
4
4
4
4
4
4
4
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4
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4
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4
4
30.0 40.0 50.0
21 DAYS 21.0 HOURS
22 DAYS 22.0 HOURS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
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80.0 90.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MILES BELOh TRV.NTUN
- 575 -
-------
DELAWARE ESTUARY CENTER CHANNEL - OUALITX SUMMARY
SUMMARY STARTS AT CYCLE 1050 21 DAYS 21.0 HOURS
c
0
N
S
T
I
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5
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20.0
SUMMARY ENDS AT CYCl.t 1100
4
4
4
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4
4
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30.0 40.0 50.0
22 DAYS 22.0 HOURS
4
4
4
4
4
4
4
4
4
4
4
4
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4 4
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4 4
4 4
4 4
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4 4
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4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
80.0 90.0 100.0
MILES BELDfc 1RI.NTC1N
- 576 -
-------
; .
DELAWARE ESTUARY CENTER CHANNEL - DUALITY SUMMARY
1
I
I
I
1
I
I
1
1
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I
I
1
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4
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4
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4
4
4
4
4
4
4
4
4
0 04..
400
4
4
4
4
4
4
4
20.0
SUMMARY STARTS AT CYCLE 800
SUMMARY ENDS AT CYCLE 1200
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
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16 DAYS 16.0 HOURS
2b DAYS 24.0 HCJURS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
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4
4
4
4
4
4
4
4
4
100.0
M1LVS BELOW TRENTON
- 577 -
-------
DKLAkARE E.STUAPY CENTbR CHANNEL - QUALITY SUMMARY
SUMMARY STARTS AT CYCI.t. 800 16 DAYS 16.0 HUUPS
SUMMARY tNDS AT CYCL.t 1200 ?b DAYS 24.0 HOURS
c
0
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100.0
M1US Btl'tllv 1RENKIN
- 578 -
-------
«-^^^k^^iii*^l*.J*Jk
-------
DELAWARE ESIUARY CENTER CHANNEL - DUALITY SUMMARY
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20.0
SUMMARY STARTS AT CYCLE 800
SUMMARY ENDS AT CYCLE 1200
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16 DAYS 16.0 HOURS
25 DAYS 24.0 HOURS
4
4
4
4
4
4
4
4
4
4
4
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4
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90.0 100.0
BELOW TRENTON
- 580 -
-------
3 t
DELAWARE ESTUARY CENTER CHANNEL - DUALITY SUMMARY
SUMMARY STARTS AT CYCLt 800 16 DAYS 16.0 HOURS
SUMMARY ENDS AT CYCLE 1200 25 DAYS 24.0 HOURS
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70.0 80.0 90.0
4
4
4
4
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4
4
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4
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100.0
MILtS BELOW TRENTON
- 58? -
-------
TIMt PLOTS FOR NODE. 2b AT AN INTERVAL OF bO CYCLtfa
c
0
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1
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2.51 4444444
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4
4
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4
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4
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400.0 600.0
4
4
4
4
4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
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4
4
4
4
4
4
4
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800.0
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4
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1000.0 1200.0 1400.0
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1600.0 1800.0
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4
+
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+
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I
7000.0
CYCLKS
- 582 -
-------
i 1 i I
TIME PLOTS FOH NODE 25 AT AN INTERVAL OF
2.51
1
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1
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200.0
400.0
600.0
800.0
1
1000.0
CYCLF.S
• I •
1200.0
1400.0
1600.0
1800.0
]
2000.0
- 583 -
-------
TIME PLOTS I-OH NUDE 2b AT AN INTERVAL OF 50 CYCLES
c
0
N
s
T
1
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4
1
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0.0 200.0
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4
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600. 0 800.0
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1000.0 1200.0 1400.0
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+
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4
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1600.0
4
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+
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1800.0 2000.0
CKCLES
- 584 -
-------
i 1 I I i
TIMF, PLOTS FOR NODF.
25 AT AN INTERVAL OF
10
8
6
4
0
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200.0 400.0
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600.0 800.0
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1000.0 1200.0
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4
4
4
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4
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1400.0 1600.0
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1800.0 2000.0
CKCLtS
- 585 -
-------
c
0
N
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1
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850.0 900.0
TIMK PLOTS f
4
4
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950.0 1000.0
OR NODt 25 AT AN INTERVAL
4
4
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4
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1050.0 1100.0 1150.0
Of 1 CYCLE.S
4
4
4
4
4
4
4
4
4
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1JOO.O
CYCLtS
- 586 -
-------
I i
TIMt PLOTS fOR NODE 36 AT AN INTERVAL OF 50 CYCLES
2.bl 44444444444444444
44444444444444444444444444444444
1
1
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4
4
4
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200.0
400.0
bOO.O
BOO.O
1000.0
CKCLtS
1200.0
1400.0
IbOO.O
1800.0
2000.0
- 587 -
-------
TIME PLOTS FUR NODE. 36 AT AN INTERVAL OF 50 CYCLES
5
4
n
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4
4
4
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4
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4
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4
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4
4
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4
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0.0
200.0
400.0
600.0
800.0
1000.0
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1200.0
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1600.0
1800.0
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- 588 -
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1200.0 1400.0
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1600.0
4
4
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4
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1800.0 2000.0
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- 589 -
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850.0 900. 0
TIME. PLOTS FOR NODE,
4
4
4
4
4
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4
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950.0 1000.0 1050.0
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4
4
4
4
4
4
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1100.0 1150.0
1 CYCLES
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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1200.0 1250.0
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4
4
4
4
4
4
4
4
4
4
4
' 4
4
4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4-
4
4
4
4
4
4
4
4
1 300.0
CKCIhS
- 590 -
-------
i I i
TIME PLOTS FOR NODE 52 AT AN INTERVAL Of
50 CYCLES
2
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4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
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4
4
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4
4
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4
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4
4
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0
200.0
400.0
600.0
800.0
1000.0
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1200.0
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1600.0
1BOO.O
2000.0
- 591 -
-------
c
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4
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4
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4
+
TIME fLOTS PUR NODE 52 Al AH INTERVAL Ut
4 4
4 4
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4 4
4 4
4 4
4 4
4 4
4 4
4 4
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4 4
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4 4
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4 4
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50 CYCLES
4
4
4
4
4
4
4
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4
4
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4
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4
4
4
4
4
4
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4
4
4
4
4
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4
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4
4
4
4
4
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0
200.0
400.0
600.0
800.0
1000.0
1200.0
1400.0
1600.0
1800.0
2000.0
CYCLES
- 592 -
-------
TIME PLOTS fOH NODE
52 AT AN INTERVAL, OF
50 CYCLES
1U
0
1
I
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4
4
4
4
4
4
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4
4
4
4
4
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4
4
4
4
4
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4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0
200.0
400.0
600.0
BOO.O
1000.0
CYCLES
1200.0
1400.0
IbOO.O
1800.0
2000.0
- 593 -
-------
c
0
N
s
T
I
T
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800.0 850.0
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
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* 4*
* 4
4
4
4
4
4
4
+
4
4
4
900.0
TIME PL01S FOR NUDE.
4
4
4
4
4
4
4
+
«
4
t
4
4
+
4
4
+
4
4
4
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4
4
4
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950.0 1000.0 1050.0
52 AT AN
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4
4
4
4
4
4
4
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4
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4
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4
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4
4
4
4
4
4
4
4
4
4
1100.0
INTERVAL OF 1 CYCLE.S
4
4
4
4
4
4
4
4
4
4
4
-4
4
4
4
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4
4
4
4
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4
4
4
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1150.0 1200.0 1250.0
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4
4
4
4
4
4
4
4
4
4
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4
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4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
1 JOO.O
CiCI.ES
- 594 -
-------
TIME PLOTS FOR NODL
66 AT AN INTERVAL OF
2
0
I
I
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I
1
1
1
1
I
I
I
1
1
I
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0.0 200.0
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4
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4
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600.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1000.0 1200.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1400.0 1600.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1800.0 2000.0
CYCLES
- 595 -
-------
TIME PLOTS fOH NODK 66 AT Al» INTERVAL OF 50 CYCLES
I
1
1
1
1
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1
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1
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4
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4
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4
4
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4
4
1- I
0.0
ViOO.O
400.0
600.0
800.0
1000.0
1200.0
1400.0
1600.0
1800.0
2000.0
CVCLfcS
- 596 -
-------
TIME PLOTS tOR NUDt 6fa AT AN INTERVAL Ot
50 CKCLES
C
0
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4
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4
4
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4
4
4
4
4
4
4
4
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4
0.0
200.0
400.0
600.0
BOO.O
1000.0
CJCLtS
1200.0
1400.0
IbOO.O
1800.0
2000.0
- 597 -
-------
TIME PL01S POP NODL
fa6 AT
INTERVAL OF'
i CYCLES
c
0
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* ** * **
*** * * *** * * *** ***
4*4** *** 4*4** * **4*4** * 4** <
»** ** **» 4** *** *** **
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4
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****
> $ * * * * 4 *
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4
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> *** *** ** t >
,ttt t **** ** * *** ** * *** *t
»» »»» **** *** * *t ***
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4
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.__._l_---_._-_I_. ._--__. I... -.-__.
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4
4
4
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4
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4
4
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.-_.-!. .-.-...-1
800.0
B50.0
yOO.O
950.0
10CO.U
1050.0
iico.o
1150.0
1200.0
1250.0
1300.0
CYCLtS
- 598 -
-------
fc i 4 i I J k i
A. 4 P.O. BUDGET TEST CASE OUTPUT LISTING - 2-D NETWORK
*
t»»*«»t«tt«»tH»»**»»»**«t»»***»t*»t*»***»*t***»*l»»»**»<
SECTION 2.1 SE.T PROGRAM CONTROL OPTIONS
($»*****************»»*+*»+****»****»*»********»*************»*»***************»»*********»***********»**
DELAWARE ESTUAR* MODEL USING EXPERIMENTAL 2-D NtTV.ORK **» TESTING *** EN VIKDNMENTAL PROTKCT10N
UELAwARK FLO* = 7900 CFS *» SCHUX t,K I LI, KLUVi = 2100 CIS TAPE t(>5231,FU.t 4 DYNAMIC WATER DUALITY MODKL
OELAWAHL ESTUARY 2-1) NETWORK, TRENTON-L1STON POINT. DELAWARE H FLOW = 7f80 CKS
SIMULATION PERJOD : JULY 12 -73. 197h
THIS SIMULATION HEGINS AT 0.0 HOURS
SUNRISE AND SUNSET OCCUR AT h.OO AND IK.00 HOURS,RESPECTIVELY
f«oM HYDRAULICS PROGRAM »*»»**«*
STAPT CYCLt STOP CYCLE TIME INTERVAL
500 1000 90. SECONDS
STARTING CYCLE INITIAL DUALITY TOTAL OUAL1TV DEPLETION CORRECT TIMh INTERVAL JN START OF START OF DURATION END OF
OH HYL> EXT TAPE CYCLE CYCLES OP1ION OUALJ1Y PROGRAM FLOOD EBR OF FLOOD EBB
560 1 1450 3 0.500 HOURS 18 4 11 17
- 599 -
-------
DELAWARE R1VFR
! ASNPNK
. . 141- CR
/ TRENTON / 140
DELAWARE ESTUAHY
2-D
MODEL NETWORK
NESHAMINY
CR 130-131
! 129 132
154 127 !
! 126-12R
PENNiPACK 123124125 !
CR 122 ASSISCUNK
! 57 121 CR
54-55-56 120 153
1 38
137155
134-1 16 /
•133 135 /
CROSSWICKS
CR
SCHUYLKILL
RIVER 49
! 4B/
/ PHILADELPHIA /
/ **
i * *
149
/
DARBY
/ CHESTER / !
f u L c T t U 1 d 7
CR !
! 33-34-35
32/
31 64-65-66-
30 63 96
HRANr>Y«ltNE 29 62 95-97-9
RIVER 28 61 94
/ WILMINGTON / 146 / 59 92
1 ") f, t*R Q 1
143-142 '. / 90 1
145-144 1--25-89 OLDMANS
CHRISTINA ! CR
RIVER 24
t
23
/
22 17
21 ! !
! 20-! 18
18 '. 19 15/ SALEM
M3--14Y fUVFR
1-3-4-5-6-7-8-9-10 !
12
CM) CANAL !
1 1
i
•j
I, IS TON
POINT
148
•
53 88 !
52 85-86-87 119
50-51 84 118
83 115116117
81-82 114
110-112 1 i; 9
/ 79 HI/
t -jo i no _ i i n
46
t
d S
4 D
1
A A
1 1
A 1
! 108 !
77 107 151
| 4 f\ f.
RANCOCAS
CR
PENNSAUKEN
rv
COOPER
. J U O
76 !
! 105-156
1 1. i n T r.
40-41-42 1 )04
39 74 /
37-38 71-72-73 /
-36 70 103
66-69 102-/
67/ 101
100-/
8-99X 1-MANTUA CR
NODE u M Mfint u M
j
2
3
4
5
6
7
8
9
10
1 1
12
1 3
14
15
16
17
18
1 9
20
94.0
84.8
93.0
92.0
91.0
90.0
89.0
88.0
87.0
86.0
81 .9
78.9
76.0
86.0
H7 .0
88.0
89.0
74.0
75.0
73.2
2 1
22
23
24
25
2b
27
28
29
30
31
32
33
34
35
36
37
3H
39
40
72-0
70.8
b 8.3
65.7
63.5
63.3
61.0
59.0
56.8
54.8
53.3
51.8
50. 3
48 .0
47.0
45.5
44.5
43.5
42.5
41.5
R
/ CAMDEN /
T t MWt K
CR
RIVER MIL
M 1 IJ F u M N f m (•
4 1
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
40
39
38
37
30
35
34
33
32
30
29
28
27
26
25
24
23
61
59
5h
B 4
.3
.3
.2
.3
.3
.0
.0
.0
. 7
.8
.8
.8
.8
. H
. H
.H
.0
.0
. H
6 1
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
ES FOR MODEL NETWORK
py unni PM Nnnp
54.8
53.3
51 .8
50.3
48.8
47.3
45.5
44.5
43.5
42.5
41.5
40.4
39.3
38.3
37.2
36.3
35.3
34.0
S3.0
32.0
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
30.7
29.8
28.8
27.8
26.8
25.8
24.8
23.8
63.3
60.0
59.0
56.8
54.8
52.0
51.0
50.3
48.8
47.3
45.5
44.5
101
102
103
104
105
106
107
108
109
110
11
1 2
1 3
14
15
16
117
HR
1 19
120
RM
42 .5
41.5
39.3
38.3
37.2
36.3
35.3
34.0
33.0
91 .0
32.0
30.7
29.8
28.8
27.8
26.8
25. B
24. H
23.8
22. B
N 0 D F'
1 21
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
1 3H
139
140
RM
21.8
20.5
18.8
17.8
16.5
15.3
14.3
14.0
13.3
12.0
10.8
9.B
8.5
7.5
8.0
6.5
5.3
4. 3
2.H
1 .5
NODE
1 41
142
143
1 44
145
146
147
148
149
150
151
152
153
154
155
156
RM
0.5
95.0
96.0
97.0
98.0
99.0
86.0
87.0
8B.O
BV.O
91.0
92.0
93.0
90.0
94.0
90.0
- 600 -
-------
THE FOLLOWING 10 JUNCTIONS HAVt TlMf PLMS
JUNCTION STARTING CVCI-K tNUING CVCLt CiCI.E INTERVAL COM Ct)N2 CUN3 CON4 CONb
(1=PI,01 0 = N(I PLOT)
2S 1 14bO bO 0100
25 1050 1450 1 0000
61 1 1450 bO 0000
61 10SO 1450 1 0000
4H 1 1450 50 0000
109 1 1450 50 0000
79 1 14bO 50 0100
79 1050 1450 1 0000
126 1 1450 50 0000
126 1050 14bO 1 0000
- 601 -
-------
StCllON 2.2 DHFINF ^AlFFf OUALIiy CONhlITUKN1S
***********************************************************************************************************************************
UiIS PUN CUNSlUfHb b
COfiSTITUh NT 1 IS NOKi (MG/L)
CONSTITUtNl ? IS MI3 (MG/L)
CONST1TULM J IS N03 (MG/L)
CONSTITUENT 4 IS CPOD (MG/L)
CONSTITUENT 5 IS DO (MG/L)
***** TflPLE OF TKANSFFK CDtFFICIENIS A NO FUNCTION OPERATORS »****
CNST(K.) CO(l.K) CO(2.K) CU(J.K) CO(4.K) C015.K) FUNC1 F UNC2 FUNC3 FUMC4 MJNC5 F'UNCb FUNC7 FUNCB FUNC9 FUNC10 FUNfll FIINC12
1
2
3
4
b
-1
1
0
0
0
.00
.00
.0
.0
.0
0
-i
i
0
-4
.0
.00
.00
.0
.57
1
0
-1
0
0
.00
.0
.00
.0
.0
0
0
0
-1
-1
.0
.0
.0
.00
.00
o.o
0.0
0.0
o.o
o.o
0
0
0
0
i
.0
.0
.0
.0
.00
0
0
0
0
-1
.0
.0
.0
.0
.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1 .00
0
0
0
0
-1
.0
.0
.0
.0
.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0
0
0
-1
0
.0
.0
.0
.00
.0
-i .00
o.o
0.0
o.o
0.0
0.0
0.0
-1 .no
0.0
2. Hfe
IHfc TKMPLRATUHt F PO^ CYCl.t. 1 THMiUGH CYU.F 1100 I la ?h.O DKGRtKS C
- 602 -
-------
i I
I J
tt*****tt*** tstttttttt *»** NOTES ON SPECIAL REACTION LINKAGI-.S I*************************
THE OEN1 Tim ICATIUN RATE (DNK) IS DETERMINED BY TEMP AND UI) AS FOLLOWS
FOR DC) LEVELS ABOVE 1.00 MG/L, UNK = 0
EUK DO LFVEl'S MET^EEN 1.00 AND 0.20 DNK INCREASES LIhtAKI.Y IRUF ZERO TO
KOK UO LEVEL6 HELO" 0.20 MG/L, DNK INCHEAStS LINEARLY TO 0.2& /PAY
THtlA UStO f(.l« TKMf't.RATURK COHKKCT10N IS 1.120
0.110 /DAY
RLOXYG'ENATION CONSTANT FUK CDNSTIlUtNI 5 COMPUUD 6Y tl'CONNOh-DOBBINS RfLATIONSHIP
Kl AND K2 HAVE HKEN COHHKCILD TU 2b.OO DLGKKtS CENTIGRADE
K2 = 12.9*V**0.5 / H*»1.5
THt 00 SATURATION f OR CONSlITIJENf
5 AT 25.00 OEG.C IS 8.176
THE SOD RATE (BENTH) IS MODUIEU BY TEMF AND DO AS FOLLOWS
I-OK DO LEVI-LS ABOVE 2.00 MG/L. THE SOD RATE IS UNCHANGED
FOR DO LEVtLS HF.LOW 2.00 SUD = BENTH*(DO/ 2.00 )»* 0.4b
THE THfcl'A U5KU F OH fEMPfRA 1UKF. CORRECUCIN IS 1.050
- 603 -
-------
TAHLH OF IHCAY HATH? (AT 20. C)
SIMULA! iriN PERIOD
JULY 12 -21, 1976
CONSTITUENT 1 IS NUHC (MG/L)
CGNSTITUKNT 2 IS NM3 (MG/L)
CONSTITUENT J IS N03 (MG/L)
CONSTITUENT 4 IS Clll'D (HG/L)
Ctu,STlTUI-NT 5 IE DO (MG/L)
NODH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
******** PRIMARY DECAY
I/DAY (BASE
CONSTI CUNST2 CONST3
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.0/0
0.070
0.070
0.070
0.070
0.070
0.070
0.0/0
0.070
o.o/o
0.0/0
0 .070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
0.070
o.o;o
0.070
0.070
0.070
0.040
0. 300
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0. 300
0. 300
0. 300
0.040
0.040
0.040
0.040
0.300
0. 300
0. 300
0. JOO
0.300
0. 3UO
0.300
0. 300
0.300
0.300
0.500
0.500
O.SOO
0.500
0.500
0.500
0. 150
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0 . 0 '2 0
O.U20
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
RATES *******
E)
CUNST4 CONST5
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.230
0.292
0.204
0.103
0.088
0.120
0.122
0.145
0.190
0.225
0.178
0.217
0.266
0.249
0.524
0.555
0.322
0.227
0.402
0.461
0.250
0.346
0.239
0.202
0.173
0.169
0.092
0. 105
0.113
0.101
0.077
0. 102
0.123
0.110
U.200
SECONDARY
DECAY I/DAY
CONST4 CONSTI
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
O.OJO
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0 .020
0.0/0
0.120
0.120
0.120
0.120
0.120
0.120
0. 120
0. 120
0.120
0.120
0. 120
0.120
0. 120
0. 120
0.120
0.120
0.120
0. 120
0. 120
0. 120
0. 120
0.120
0.120
0. 120
0. 120
0.1/0
0.120
0. 120
0.120
0.120
0. 120
(> . 1 20
0.120
0.120
*»*****«»» SPECIAL DO BUDGET RATES AND PARAMETFRS **********
WINDSP MNDOX SOD CHLORO PHOTO RFTSP Df- PTHP DF.PTH
Kl'H I/DAY G/MM/D UG/L MG/CHLORO/D FT FT
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
O.I)
0.0
0.0
0.0
0 .0
('.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
(1.0
0.0
(l.O
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
.00
.00
.00
.00
.00
.00
1.00
1 .00
1 .00
1 .00
0.60
0.60
0.60
1 .00
1 .00
1 .00
1 .00
0.60
0.60
0.60
O.bO
0.60
0.60
0.60
0.60
O.bO
0.60
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
2. /O
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
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96
-------
i i
TEMPtHATUHt, CUHKfCTltlN !• ACTORS , THtTft
1.047 1.085 l.lbO 1.047 1.025 1.000 1.000 1.000 1.000 1.050 1.000 1.085 1.0R5 1.000 1.000
- 607 -
-------
SKC1KIN 2.3 SPtClFi V»AS1 F'ln A1KK AND TIMf'UTARY LOADS
»(»*»,»»,t**ttt**»tt»*lt»»***t»tt»*t«***t«»»»*»Ut«t>**tt*»t****t»t*t«M*»*»tt»t»»tt***t***«t»t*t««tt(t«ltttt**»«H»»»* *»*«»»<*««»«
TALLE Ut" ADJUSTMFN1 F ACTUKS
AF'PLltD 10 THF FOLLOWING WASTfc SOUKCE 1YPKS
INDUSTRY
NODF,
CONST1 CUNST2 CUNST3 CONST4 CONST 5
1
2
3
4
5
h
7
8
9
10
1 1
12
13
14
15
16
17
IB
19
20
21
22
23
24
25
2()
27
2H
29
30
31
3*
3i
34
3->
Jh
37
3H
39
40
41
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.01)
.00
.00
.00
.00
. 00
.00
.00
.1)0
. 00
1 .00
1 .00
1 .00
1 .00
1 .00
1.00
1.00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
i .00
1 .00
1 .00
1 .00
1 .00
i .00
1 .00
1 .00
1 .00
1.00
1 .00
1 .00
l .00
1 .00
1 .00
- 608
1 .00
1 .00
1 .00
1 .00
1.00
1 .00
1 .00
1 .00
1 .00
1.00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
i .00
1.00
1 .00
1 .00
1 .00
1 .00
I .00
i .00
1.00
1 .00
i .00
1.00
1.00
i .00
1 .00
1 .00
1.00
1 .(HI
.00
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.00
.00
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.0('
-
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
0.0
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
1 .00
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1 .00
1 .00
1 .00
1 .00
1.00
1 .00
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1 .00
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1 .00
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1 .00
1.00
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1 . 00
1 .00
1 .00
1 .00
1 .00
-------
609 -
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-------
i i i t I
SUMMARY Ut POINT SUUPCE INPUTS
SIMULATION PhHIOU : JULY 12 -2J, 1976
CONSTITUENT 1 IS NOFG (MG/L)
CONSTITUENT 2 IS NH3 (MG/L)
CONSTITUENT 3 IS N03 (MG/L)
CONSTITUENT 4 IS CbOD (MG/L)
CONSTITUENT 5 IS DC (MG/L)
MUNICIPAL ANU INDUSTRIAL hASTEWATLR AND 1K1HUTARY INH.OW BY NOOK
INPU'I
NODE
14
1 /
21
23
NAME Of TYPF, OF ««**«** H,OW ***»*»*! UNADJUSTED CONC
DISCHARGE DISCHAKGE MGD Ct S ! CONST1 CONST'2
I 1
SALt-MCT* MIIN -2.80 ! 2. JO!
-4,34! 1 .00!
NUDE TOIAI, -4.34! !
SALtM I'RIH ! -2.39! ! 0.0 !
! ! -3.70! 1.00!
H(Wt. TOTAL ! ! -3.70! !
GETTYIJ1L IND -6.00! ! 20. .00!
! -12.40! 1.00!
NODt TOTAL ! -12.40! !
AMOCO IND -0.60 ! 1.00!
-0.93! 1 .00!
NODE TOTAL -0.93! !
PENNSVLE «UN -0.90 ! 12.00
-1.39! 1.00
NODE TOTAL -1 .39!
8.50!
1 .00!
i
i
0.0 !
1.00!
I
37.30!
1 .00!
i
i
17.00!
1.00!
i
1 .00
(MG/L)
CONST3
i
0.0 !
1 .00!
i
i
0.0 !
1 .00!
i
0.90!
1.00!
1
0.0 !
1.00!
i
0.0 !
1 .00!
i
i
+ ADJ. FACTORS
CONST4 CONST5
i
48.00!
1.45!
i
i
5.50!
1 .45!
i
i
0.0 !
1.90!
0.0 !
1.90!
I
1
U9.70!
1 .4b!
i
i
5.30
1 .00
0.0 !
1.00!
i
i
3.00!
1.00!
t
0.0 !
1 .00!
i
i
0.0
1 .00
ADJUSTED INPUT
CONST 1 CONST2
1
1
0.05!
0.05!
i
0.0 !
0.0 !
i
1.34!
1.34!
i
0.01 !
0.01 !
i
0.09!
0.09!
i
i
0.20!
0.20!
0.0 !
0.0 !
2.49!
2.49!
i
0.09!
0.09!
1
0.2?!
0.22!
LOADS
CONST3
0.0
0.0
0.0
0.0
0.06
0.06
0.0
0.0
0.0
0.0
- 1000 LB/DAY
CONST4 COMST5
1 1
1 1
! 1.63!
! 1.63!
I |
! 0. Ifc
! 0.16
i i
! 0.0 !
! 0.0 !
! 0.0 !
! 0.0 !
i i
1 1.41!
! 1.41!
0.12
0.12
0.0
0.0
0.20
0.20
0.0
0.0
0.0
0.0
1
1
1
1
1
f
1
1
1
1
1
1
- 611 -
-------
24
24
24
24
24
2b
2fa
2b
29
29
JO
30
30
30
30
30
31
DPCHAMbH IND -1
1C1 1 IND
1C I 7 INI)
1C1 8 IND
I C I 13 IND
NUDE. TOTAL
UCKNSNCK MUN
HOOK TOTAIj
»IjMlN(,TN MliN 1
i
DPKUGMUR IND !
i
NODE. TOTAL !
PHOS.NJX IND
ALLDCHKM IND
NOOK IOTAL
MARCUSHK KUN
SIINUIL 1 IND
fMC INI)
HP 201 IND
HP 101 IND
BP 002 IND
NOUK IOTAL
CHtSTFH MUN !
i
00.00 I 5.00!
-155.00! 1.00!
-2.60 ! l.HO!
-4.03! 1.00!
-1.10 ! 1.50!
-1.70! 1 .00!
-0.10 ! 0.70!
-o.ib! i.oo:
-0.90 ! 21.00!
-1.39! 1.00!
-162.28! !
-0.50 ! 0.0 !
-0.77! 1.00!
-0.77! !
70.50! ! 7.00!
! -109.27! 1.00!
-8.00! ! 1 .00!
! -12.40! 1.00!
! -121.67! !
1 1 .00! ! 1 .09!
-17.05! 1.00!
24.40 ! 1.20!
-37.82! 1 .00!
-54.87! !
-0.60 ! 22.97!
-0.93! 1.00!
74.00 ! 2.50!
-114.70! 1.00!
-2.50 ! 1.30!
-3.87 ! 1 .00!
-2.20 ! 3.00!
-3.41! 1 .00!
74.00 ! 1.00!
-1 14.70! 1 .00!
38.00 ! 1.00!
- 5 8 . 9 0 ! 1.00!
-296. bl ! !
-H.HO ! 4 . BO
-13.64! 1 .00
12.00
1 .00
0.20
1 .00
0.20
1 .00
0.20
1 .00
72.00
1 .00
0.0
1 .00
1 3.00
1 .00
0.30
1 .00
2.51
1 .00
1.50
1 .00
is. ye
1 .00
2.90
1 .00
0 . 2 (1
1 .00
3.00
1 .00
0.30
1 .00
0.40
1 .00
15.1)0
1 .00
! 13.00!
! .00!
! .80!
! .00!
12040.00!
! .00!
! .80!
! .00!
! 0.90!
! 1.00!
! !
! 0.0!
! 1 .00!
t i
! 2.30!
! 1 .00!
! 1 .90!
! 1.00!
i i
! 1 .97 !
! 1 .00!
! 2.00!
! 1.00!
i i
! 2.00!
! 1 .00!
! 2.80!
! 1.00!
! 2.80!
! 1.00!
! 0.50!
! 1 .00!
! 2.50!
! 1.00!
! ?.bO!
! 1.00!
t i
! 1.10
! 1.00
i
0.014.00! ! ! ! !
1.45! 1.00! 4.17! 10.02! 10.85! 0.0 3.34!
0.0 ! 4.00! ! ! ! !
1.45! 1.00! 0.04! 0.00! 0.04! 0.0 0.09!
0.015.00! ! ! ! 1
1.45! 1.00! 0.01! 0.00! 18.73! 0.0 0.05!
0.0 ! 6.00! ! ! ! !
1.45! 1.00! 0.00! 0.00! 0.00! 0.0 0.01!
0.0 ! 1 .00! ! ! ! !
1.45! 1.00! 0.16! 0.54! 0.01! 0.0 0.01!
! ! 4.38! 10.56! 29.63! 0.0 3.48!
128.1010.0! ! ! 1 ! 1
1.45! 1.00! 0.0 ! 0.0 ! 0.0 1 0.78! 0.0 1
! ! 0.0 ! 0.0 ! 0.0 1 0.78! 0.0 1
16.00! 4.00! ! 1 !
1.45! 1.00! 4.12! 7.65 1.35! 13.65! 2.35
0.0 ! 5.00! ! ! !
1.90! 1.00! 0.07! 0.02 0.13! 0.0 ! 0.33
! ! 4.19! 7.67 1.48! 13.65! 2.69
0.0 ! 0.0 !!!!!!
1.90! 1.00! 0.10! 0.23! 0.18! 0.0 ! 0.0 !
0.0 ! 2.00! ! ! ! ! !
1.90! 1.00! 0.24! 0.31! 0.41! 0.0 ! 0.41!
! ! 0.34! 0.54! 0.59! 0.0 ! 0.41!
137.70! 0.0 ! ! ! ! !
1.45! 1.00! 0.12! O.OH 0.01! 1.00! 0.0 !
0.0 ! 3.00 ! ! ! ! !
1.90! 1.00! 1.54! 1.79 1.73! 0.0 ! 1.85!
0.0 ! 6.00 ! ! ! ! !
1.45'i 1.00! 0.03! 0.00 0.06! 0.0 ! 0.13!
0.0 ! 4.00! ! ! ! !
1.90! 1.00! 0.06! 0.06 0.01! 0.0 ! 0.07!
0.0 ! 3.00! ! ! ! !
1.90! 1.00! 0.62! 0.19 1.54! 0.0 ! 1.85!
0.014.00! 1 ! ! !
1.90! 1.00! 0.3?! 0.13 0.79! 0.0 ! 1.27!
! 1 2.68! 2.24 4.14! 1.00! 5.17!
1 4 i.OO 1 .00 ! ! ! ! !
1.45 1.00! 0.35! 1.15 0.08! 15.23! 0.07!
i __i i ; i
- 612 -
-------
i it k' i
NODK TOTAL
-13.64!
0.35!
1.15!
0.08! 15.2 J!
0.07!
32
32
32
32
34
38
44
46
4b
48
51
CHtsn.H TKIB
SCOTT 2 I Ml
SCOTT 3 IND
SCOT1 4 IND
NUDt TUTAL
UCARHlDt IND
NODt TOTAL
PHI LA SW MUM
NODt TOTAL
PHI LA St KUN
NODt TOTAL
AMSTAk 1 IND
AMS1AH 3 IND
NODt TOTAL
NATSUGAR IND
NOOK TUTAL
PHI LA Nt MUN
NUDt 'IUTAL
-25. B1! !
! -40.00!
-6.70! !
! -10.38!
-7.50!
! -11.62
-3.90!
! -6.04
! -b8.05!
! -2.60 !
! -4.03!
! -4.03!
! -140.00! !
! ! -217.00!
! ! -217.00!
! -131.00! !
! ! -203.05!
! ! -203.05!
! -1.90! !
! ! -2.94!
! -23.60! !
! ! -36.58!
! ! -39.52!
-15.80! !
! -24.49!
! -24.49!
! -172.00! !
! ! -266.60!
! ! -266. hO!
1.00!
1 .00!
7.00!
1 .00!
9.00!
1.00!
8.00!
1.005
1
1 .90!
1 .00!
i
5.00!
1.00!
1
6.00!
1.00!
1 .60!
1.00!
1 .20!
1 .00!
1
V . 0 0 !
1 .00!
!
B.OO!
1.00!
t
0.30!
1 .00!
0.20!
1 .00!
0.10!
1 .00!
0.17!
1 .00!
13.91!
1 .00!
6.20!
1.00!
1
2.10!
1.00!
i
0.50!
1.00!
0.40!
1 .00!
i
0.30!
1 .00!
i
9.90!
1 .00!
i
6. 30!
1 .00!
2.40!
1.00!
2.00!
1.00!
2.20!
1.00!
1
3.90!
1 .00!
0.61 !
1.00!
1
3 .40!
1.00!
l.bO!
1.00!
1 .bO!
1 .00!
i
0 . V 0 !
1 .00!
!
0.50!
1 .00!
1
2.70!
1.45!
0.0 !
1 .90!
0.0 !
1.90!
0.0 !
1.90!
0.0 !
1.90!
1
44.00!
1.45!
t
89.0o!
1.45!
0.0 !
1.45!
0.0 !
1.45!
1
0.0 !
1.45!
i
65.00!
1.45!
t
8.00!
1.00!
7.00!
1.00!
7.00!
1.00!
7.00!
1.00!
2.50!
1 .00!
I
4.00!
1.00!
t
4.00!
1.00!
3.bO!
1.00!
3.50!
1.00!
i
2.00!
1.00!
i
2.60!
1.00!
!
i
0.22!
i
0.39!
j
0.5b!
i
0.265
1.43!
i
0.04!
0.04!
5.84!
5.84!
I
6.56!
6.56!
t
0.03!
i
0.24!
0.26!
1
0.26!
0.2b!
t
11.49!
11.49!
t
0.06!
t
0.01 !
i
0.01 !
i
0.01 !
0.09!
t
0.30!
0.30!
i
7.24!
7.24!
i
2.30!
2.30!
i
0.01 !
1
O.Ofi!
0.09!
0.04!
0.04!
1
14.21!
14.21 !
t
1.36!
t
0.13!
5
0.13!
1
0.07!
1.69!
i
0.08!
0.08!
i
0.71 !
0.71 !
i
1.53!
1.53!
0.03
0.3?
0.34!
i
0.09!
0.09!
0.72!
0.72!
i
0.84!
5
0.0 5
i
0.0
o.o
0.84
i
0.0 !
0.0 !
t
74.55!
74.55!
i
141.11!
141.11!
i
0.0 !
i
0.0 !
0.0 !
i
0.0 !
0.0 !
t
115.31 !
135. 11 !
1
1.72!
i
0.39!
t
0.44!
t
0.23!
2.78!
i
0.05!
0.05!
1.67!
4.67!
i
4.37!
4.37!
i
0.06!
0.69!
0.75!
i
0.26!
0.2b!
I
3.73!
3.73!
- 613 -
-------
o c c- o
o c c c
X. r c c
I' 71 C" C/>
z c- 3: x
2 c c:
0 C 2 2
1 t
f- 1 1 *-
0 O C- O
1 1
NJ 1 1 *-»
:T NJ N. -J
^ sC o cr
*- C *• !o — C — K,
CTOC — SCCrja.
C O X O C C
NJ
CC O -J C vC C -J
oc-c—cwco
coococcx
C O C CO
J
O 0 LT C -T C
coococc o
0 0 0 C 0
C C G O
0 U. 0 NJ
0 O O O
o S S 2
C: O O O
O C O CJ^
U"
0 O — i—
O O C NJ
c c c c
o o o -e>
oc
s 2 5
z
3 c c c
T X ~ T
c h- z: n
> U. NJ >--
C"
~ C C1
1
1 1 *-
uu -^J Lu
o c o
1 1
U* 1 t NJ
Jfc O- -J O
^ 0s NJ cr
O- J1 T3 •—
*- O 1— •— *— N,
O C C NJ C C
C C U" C C
NJ
c c o — o
o o
c
— o
c c
o
c o
c
h- O
s£ 0
o
*- o
o o
c o
o o
0 0
c c
o o
0 0
o o
o o
c o
o o
DPRPAU NO
NUUK TUT AL
f.
\
LP
O
0
1 1
NJ NJ
N) NJ
— NJ
C O
c c
*- (Jl
o o
o o
N;
>— NJ
C C
c c
t- O
c
c o
o o
o o
NJ NJ
O O
£ 2
NJ NJ
-J ^J
0 0
C 0
o o
-J -J
<_n ui
i— O
c o
-------
100
101
101
103
104
104
104
104
104
104
104
104
106
106
113
113
MANTUA TR1II !
i
NODE I01AI. !
rtOUDBUK* MUN !
i
NAT PAHK MUN !
t
NOOK TOTAL !
TEXACO INO !
MJDK TOTAL !
BELLMAWK MUM
BKUKI.AWN MUN
HTKHHKAM KUN
GLOS1KCX MUN
HAHSHUW INI)
GAI- IND
NJ ZINC IND
H1G11MBR TR18
NODE TOTAL
CAMUEN M MUN
MCANUI.FB IND
NODE ruTAI,
Pt.NSAUKN HUN
GtOPGPAC INI)
NODE 'IDIAL
-7.10! ! 0
! -11 .00! 1
! -60.60!
-1.90 ! 0
-2.94! 1
-O.bO ! 0
-0.93! 1
-3.87!
-4.40 ! 1
-6.H2! 1
-b.82!
0.0 ! 0
0.0 ! 1
0.0 10
0.0 ! 1
0.0 ! 0
0.0 ! 1
-3.00 ! 5
-4.b5! 1
-O.bO ! 0
-0.93!
11 .00 !
-17.05!
-4.00 !
-b.20!
45. Ib !
-70.00!
-98.83!
2b.OO! ! Ib
-4U.30! 1
-I.JO ! 0
-2.01! 1
-42. 31 !
-4.20 ! 7
-6.51! 1
-0.80 ! b
- 1 . V 4 ! 1
-7.75!
.0 !
.00!
1
.0 !
.00!
.0 !
.00!
!
.bO!
.001
i
.0 !
.00!
.0 1
.OOJ
.0 :
.00!
.00!
.00!
.0 !
.00!
.bb!
.00!
.50!
.00!
.80!
.00!
1
.00!
.00!
.0 !
.OOi
i
.00 !
.00:
.00!
.00!
1
5
1
1
1
3
1
0
1
0
1
0
1
0
1
14
1
0
1
0
1
0
1
0
1
10
1
0
1
17
1
0
1
.Ob!
.00!
I
.24!
.00!
.71!
.00!
I
.0 !
.00!
t
.0 !
.00!
.0 !
.00!
.0 !
.00!
.00!
.00!
.0 !
.00!
.0 !
.00!
.50!
.00!
.H4!
.00!
I
.00!
.00!
.0 !
.00!
!
.00!
.00!
.10!
.00!
;
O.bH
1 .00
0.0 !
1.00!
0.0 !
1.00!
i
4.70!
1.00!
!
0.0 !
1 .00!
0.0 !
1 .00)
0.0 !
1 .00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1.00!
0.0 !
1 .00!
1.70!
1 .00!
i
0.0 !
1.00!
0.0 !
1.00!
t
0.0 !
1 .00!
0.10!
1 .00!
i
4.70!
1 .45!
t
85.40!
1.45!
b4.00!
1.45!
1
0.0 !
1.90!
i
0.0 !
1.45!
0.0 !
1.45!
0.0 !
1 .45!
54.00!
1.45!
0.0 !
1 .4b!
0.0 !
1.90!
0.0 !
1.90!
5.00!
1.451
i
150.00!
1.45!
0.0 !
1 .45!
!
Ib/'.OO!
1 .45!
0.0 !
1 .45!
t
0.0 !
1 .00!
i
0.0 !
1.00!
0.0 !
1.00!
5.00!
1.00!
0.0 !
1.00!
0.0 !
1 .00!
0.0 !
1.00!
0.0 !
1 .00!
0.0 !
1.00!
0.0 !
1.00!
2.00!
1.00!
5.bO!
1 .00!
1
1 .00!
1.00!
0.0 !
1 .00!
!
0.0 !
1 .00!
1 .00!
1 .00!
t
0.0 !
0.53!
0.0
0.0
0.0
1
0.06!
0.06!
0.0 !
i
0.0 !
i
0.0 !
i
0.13!
i
0.0 !
<
0.17!
i
0.05!
i
0.68!
1.02!
i
3.47 !
i
0.0 !
3.47!
1
0.25!
0.04!
0.24!
i
0. 30!
1 .49!
i
0.02!
1
0.02!
0.04!
i
0.0 !
0.0 !
!
0.0 !
i
0.0 !
i
0.0 !
t
0.35!
i
0.0 !
i
0.0 !
i
0.02!
t
0.32!
0.68!
2.17!
0.0 !
2.17!
O.bO!
i
0.00!
O.bO!
i
0.04!
0.59!
i
0.0 !
»
0.0 !
0.0 !
i
0.17!
0.17!
t
0.0 !
i
0.0 !
i
0.0 !
I
0.0 !
t
0.0 !
i
0.0 !
!
0.0 !
!
0.64!
0.64!
1
0.0 !
0.0 !
0.0 !
0.0 !
i
0.00!
0.00!
t
0.40!
2.65!
1 .96!
t
0.46!
2.43!
i
0.0 !
O.C !
i
0.0 !
!
0.0 !
I
0.0 !
i
1.96!
!
0.0 !
'
0.0 !
I
0.0 !
1
2.73!
4.69!
i
47.70!
1
0.0 !
47.20!
t
8.73!
0.0 !
R.73!
i
0.0 !
0.48!
i
0.0 !
i
0.0 !
0.0 !
i
0.18!
0.18!
i
0.0 !
i
0.0 !
!
0.0 !
i
0.0 !
!
0.0 !
i
0.0 !
i
0.07!
i
2.11!
2.18!
1
0.22!
t
0.0 !
0.22!
t
0.0
0.01
0.01
- 615 -
-------
1 16
11H
12b
12b
126
127
12)
127
12b
131
131
131
PALMYRA MUN
NUDE TUTAL
CINAMNSN MUN
NUDt 101'AL
HRL1NGTN MUN !
Ttf.NKCO IND !
NODE TOTAL !
bHSTLTWF MUN !
NOUt TUTAL
BKSTLiiRO MUN
KUHM&HAS IND
UTU.RCHK TRIB
NUDt TOTAL
ASMSCNK TRIB !
i
i
NUDt TUTAL !
KLORKNCt. MUN
LWHBUCKS MUN
BRIHARCH INU
MARTINS TRIB
NUDfc. TU'IAL
-0.40 !
-0.62!
-0.62!
-2.00 !
-3.10!
-3.10J
-1.20! !
! -1 .bb!
-1.30! !
! -2.0i:
: -3.b7:
-1.70! !
! -2.63!
! -2.63!
-1.70 !
-2.63!
-1.00 !
-3.23 ' !
-5.00!
-9. IB!
-3.23! !
! -5.00!
! -5.00!
-0.60 1
-0.93!
-7.90 !
-12.24:
-3.20 . !
-4.9b!
-5.4b !
-b.50!
-26. b3!
4.90!
1 .00
6.00!
1 .Od!
i
•
9.00!
1 .00!
6.00!
1 .00!
12.00!
1 .00!
t
'•
4.00!
1 .00!
8.00!
1 .00!
0.0 !
1 .00!
•
o.o :
1 .00!
•
3.71!
1 .00!
5.00;
1 .00!
22.29!
1 .00!
0.0 !
1 .00!
!
32.40!
1 .uo!
i
!
16.00!
;
4.00!
1.00!
lb.00!
1 .00!
'
15.00!
1.00!
1
'
b.OO!
1 .('0!
o.io:
1.00!
0.0 !
1.00!
i
0.0 !
1 .00!
'
11.14!
1 .00!
20.00!
1 .00!
0.37!
1.00!
0.0 !
1.00!
3.50!
1 .00
0.0 !
1.00!
i
0.0 !
1 .00!
3.10!
1 .00!
'
O.bO!
1 .00!
t
2.bO!
1 .00!
0.40!
1 .00!
0.0 !
1 .00!
0.0 !
1 .00!
i
0.0 !
1 .00!
0.50!
1 .00!
0.0 !
1.00!
0.0 !
1 .00!
4 / .t.O!
i
30.00 :
150.00!
1.45!
34.50!
1 .45!
1
20.00!
1.45!
t
42.00!
1.45!
22.00!
1.45!
12.30!
1.45!
1
12.30!
1.45!
t
64.oo:
1.45;
lb.00!
1.45!
12. bO!
1 .45!
3.60!
1.45!
i
3.50!
1 .00
3.00!
1.00!
i
0.0 !
1 .00!
3.30!
1 .00!
2.00!
1 .00!
7.00!
1 .00!
5.00!
1 .00!
o.o :
1 .00!
i
0.0 !
1 .00!
I
5.00!
1 .00!
3.60!
1 .00!
0.0 !
1 .00!
0.0 !
1 .00!
!
! ! ! !
0.02 0.11 0.01 0.23 0.01 !
0.02 0.11 0.01 0.23 0.01!
tiiii
0.13! 0.27! O.U! 0.73! 0.05!
0.13! 0.27! 0.0! 0.73! 0.05!
iii i
0.09! 0.04! 0.0 ! 2. IB 0.0 !
lit i
0.07! 0.20! 0.03! 0.54 0.04!
0.16! 0.24! 0.03! 2.72 0.04!
; i ; i i
0.17! 0.21! 0.01! 0.41! 0.03!
0.17! 0.21 ! 0.01 ! 0.41 I 0.031
it it
0.06! 0.111 0.04 O.Hb! 0.101
11 it
0.07! 0.00! 0.00 0.271 0.041
ii it
0.0 ! 0.0 1 0.0 0.48! 0.0 1
0.12! 0.11! 0.04 1.61! 0.14!
t i i i i
0.0! 0.0: 0.0! 0.48! 0.0
0.0! 0.0! 0.0! 0.48! 0.0
t
0.02 0.06 0.0 0.46! 0.03
0.33 1 .32 0.03 1.72! 0.24
i
0.60 0.01 0.0 0.50! 0.0
i
0.0 0.0 0.0 0.24! 0.0
0.94 1.3b 0.03 2.92! 0.26
- filfi -
-------
V J
134
134
13/
140
Ml
141
145
146
147
14/
147
14/
USSKOUML INI)
USSIKM'IP lr.0
NUUt TOTAL
BOHOtNTrt MUN
NODt TUTAL
IHtNlUN MUN
NUUt TUTAL
MUHKISVL MUN
ASSNPINK TRIB
NUDt TOTAL
CMHISI'NA TRIB
NUDb TOTAL
bKANDYwN TR1H
NUDt TOTAL
CUCA KUN
DHBKCKSA MUN
MUKNPATS MUN
T1N1CUM MUN
OAHhY TRIb
NODK TUTAI,
-7.00! !
1 -10.85!
-61.30! !
! -95.01!
! -105.86!
! -1.00 !
! -1.55!
! -1.55!
-19.00 !
-29.45!
-29.45!
! -3.70! !
! -b.73!
-bb.Bl! !
! -102.00!
! -107.73!
1 -148.39! !
1 ! -230.00!
1 ! -230.00!
-304.97! !
! -472.70!
! -472.70!
-8.00
-12.40
-11.10
-17.20
-b.OO
-7.75
0.0
0.0
-18.06
-28.00
-fcb. 35
1 .00!
1 .00!
1.00!
1 .00!
!
3.60!
1.00!
!
6.00!
1.00!
'
1 .00!
1.00!
0.80!
1 .00!
i
1 .00!
1.00!
i
0.84!
1.00!
I
2.00!
1.00!
3.00!
1.00!
2.001
l.OOJ
0.0 !
1.00!
1 .00!
1.00!
i
2.80!
1 .00!
2.30!
1 .00!
!
14.60!
1 .00!
i
45.00!
1 .00!
i
31 .50!
1 .00!
0.67!
1 .00!
i
0.23!
1.00!
(
0.06!
1 .00!
(
20.00!
1 .00!
21 .70!
1 .00!
12.00!
1 .00!
0.0 !
1 .00!
1 .20!
1 .00!
;
1.201
1 .001
1.50!
1 .00!
i
0.0 !
1.00!
'•
0.0 1
1.001
1
1.81 !
1.00!
2.40!
1.00!
1
1 .52!
1.00!
2.09!
1.00!
i
0.80!
1.00!
1.90!
1.00!
5.80!
1.00!
0.0 1
1.00!
2.20!
1.00!
(
i . 0 0 1
0.0 !
2.00!
1.45!
(
48.30!
1.45!
!
90.00!
1.45!
I
18.00!
1.45!
3.00!
1.45!
(
4.50!
1.45!
!
9.60!
1.45!
50.00!
1.45!
32.00!
1.45!
20.00!
1 .45!
0.0 !
1.45!
3.70!
1.45!
i
6.00!
1 .001
5.001
1.001
5.00!
1.00!
1
1.001
1.00!
7.40!
1 .00!
7.20!
1.00!
4.00!
1.00!
1
8.20!
1 .00
3.00!
1 .00!
3.00!
1 .00!
2.60!
1 .00!
0.0 1
1.00!
3.00!
1.00!
!
0.06!
0.51 1
0.57!
0.03!
0.03!
0.95!
0.95!
0.03!
(
0.44!
0.47!
1.24!
1.24!
2.14!
2.14!
0.13!
0.28!
1
0.08!
1
0.0 !
t
0.15!
O.bb!
0 . Ih
1.18
1.34
0.12!
0.12!
7.14!
7.14!
(
0.97!
0.37!
1.34!
0.28!
0.28!
O.lb!
0.15!
t
1 .34
2.01
O.bO!
1
0.0 1
1
0. IH!
4.03!
0.07!
0.771
O.U4!
i
0.0 !
0.0 1
i
0.0 !
0.0 !
0.06!
1.32!
1.37!
1 .88!
1.88!
!
b.32!
5.32!
1
0.05!
1
0.1B!
i
0.24!
t
0.0 !
0.331
0.80!
0.0 !
1 .48!
1 .48!
i
0.581
0.581
i
20.70!
20.701
i
0.81 !
2.39!
3.201
. 8.08!
8.08!
35.431
35.43!
1
4.841
i
4.30!
1.21!
0.0 1
1
0.81!
11.16!
0.35
2.b6
2.91
i
0.04!
0.04!
i
0.16!
0.16!
i
0.23!
3.95!
4.18!
1
4.95!
4.95 !
i
20.87!
20.871
0.20!
0.28!
t
0.11!
i
0.0 !
1
0.45!
1 .04!
- 617
-------
1 4H
14«
148
149
IbO
151
151
Ib2
152
153
153
154
154
GULF OIL I HO
AHCU SPL JND
AHCU WFI, I Nil
NUIH TUIAL,
AKCO NVP IND
lnUDh IUTAL
SCHUYLKL TR1R
NCiDfc TOTAL
CAMOtN N KUN
COWm IKltt
NODh fUTAI,
MTLAUHb.L KUN
PtNSAUKN TRIR
NOOK IU1AI,
ft'LiNOHKU HUN
HANCUCAS TlitH
NOUL T01A1,
^LLS1*P MlIN
NKSHAMNY TRIM
NUDt rilTAI,
-9.10 !
-14.41 !
-3. SO !
-5.4?!
-0.10 !
-0. 15!
-19.99!
-2.20 !
-3.41 !
-3.41 !
-870.97! !
! -1350.00!
! -1350.00!
-3.20 !
-4.96!
-28.39 !
-44.00!
-48.96!
! 0.0 !
! 0.0 !
! -11 .bl !
! -18. 00!
! -1B.OO!
! -1 .90! !
! ! -2.94!
I -154.84! !
! ! -240.00!
! ! -242.94!
-2.60!
! -4. 03
-100.26!
! -155.40
1 -155.43
2.80!
1 .00!
2.40!
1 .00!
2.00!
1 .00!
!
2.00!
1 .00!
i
0.15!
1 .00!
12.00!
1.00!
1 .80!
1.00!
i
0.0 !
1 .00!
1 .50!
1 .00!
!
1 .24!
1 .00!
1 .20!
1 .00!
1
14.39
1 .00
1 .04
1 .00
1 .90!
1 .00!
0.40!
1.00!
3.00!
1 .00!
i
0.40!
1 .00!
!
0.04!
1 .00!
i
25.00!
1 .00!
3.00!
1.00!
»
0.0 !
1.00!
2.00!
1 .00!
o.o :
1 .00!
0.20!
1 .00!
!
2. 32
1.00
0.1^
1.00
12.00!
1 .00!
3.90!
1 .00!
0.50!
1.00!
0.70!
1 .00 !
i
2.25!
1 .00!
i
0.0 !
1 .00!
1.30!
1 .00!
t
0.0 !
1 .00!
1.70!
1 .00!
!
0.0 !
1.00!
1.40!
1 .00!
!
11.14!
1.00!
3.00!
1 .00!
0.0 !
1 .90!
0.0 !
1.90!
0.0 !
1 .90!
:
o.o :
1 .90!
1
2-bO!
1.45!
i
108.00!
1 .45!
fe.OO !
1.451
•
0.0 !
1 .45!
6.40!
1.45!
!
38.40!
1.45!
3.50!
1.45!
1
9 . b 0 !
1 .45!
1.70!
1 .45!
:
4. tO !
1 .00 !
b.OO!
1 .00!
3.00!
1 .00!
r
1 .60!
1 .001
t
8.00!
1 .00!
i
0.0 !
1 .00!
4.40 !
1 .00!
t
0.0 !
1 .00!
3.00!
1.00!
i
0.0 !
1.00!
7.00!
1.00!
0.0
1 .00
8. 30
1 .00
,
0.2?!
t
0.07!
i
0.00!
0.29!
0.04 !
0.04!
i
1 .09!
1.09!
i
0.32!
0.43!
0.75!
0.0 !
0.15!
0.15!
0.02 !
1 .55!
1 .57 !
0.31
O.R7
1 .1H
i
0.15!
!
0.01!
i
0.00!
0.16!
0.01!
0.01 !
0.29!
0.29!
0.67 !
0.71 !
1 .3H!
0.0 !
i
0.19!
0.19!
i
0.0 !
i
0.26!
0.26!
0.05
0.10
0.15
,
0.93!
!
0.11!
i
0.00!
1 .05!
i
0.01 !
0.01 !
i
16.36!
16.36!
0.0 !
0.31 !
0.31 !
0.0 !
0.16!
0 . 1 b !
0.0 !
1 .81 !
1.81!
0.24
2.51
2.75
i
0.0 !
1
0.0 !
1
0.0 !
0.0 !
0.0 !
0.0 !
27.41 !
27.41!
i
4. 1R!
i
2 . O'i !
6.24!
I
0.0 !
i
0 .90!
0.90!
t
O.R8!
i
6.56!
7.44!
0. 30!
2.06!
2.36!
,
0. 36
0.18
0.00
0.53
i
0.03!
0.03!
58. 16!
58.16!
0.0 !
1.04!
1.04!
0.0 !
0.29!
0.29!
i
0.0 !
i
9.05!
9.05!
0.0
6.95
ti.95
- 618 -
-------
C 1
155 HAMILTON MUM
155 CKOSW1CK IKIH
NOUK TOTAL
-8.60
-40.65
i
-13.33!
i
-63.00!
-76.33!
5.00!
1 .00!
0.80!
1 .00!
1
2b.OO!
1.00!
0.14!
1 .00!
I
3.00!
1.00!
1.24!
1 .00!
i
18.00! 4.00! ! ! '•
1.45! 1.00! 0.36 1.74! 0.22 1.87! 0.29!
3.00! 7.00! ! ! '•
1.45! 1.00! 0.?7 O.Ob! 0.42 1.48! 2.37!
! ! 0.63 1.84! 0.64 3.35! 2.66!
156
NKN'IUN TRIH
NUDt TOTAL
-3.87!
I
!
-6.00!
-6.00!
4.20!
1.00!
i
1.05!
1 .00!
i
1 .30!
1.00!
t
1.70!
1.45!
i
2.70!
1.00!
i
i
0.14!
0.14!
i
0.03!
0.03!
t
0.04!
0.04!
i
0.081
0.08!
i
0.09!
0.09!
- 619 -
-------
SUMMAKY
DISCHAHOL MlAbS HY ZONf AND TYPE
INPUT
ZUNh.
1
1
1
2
2
2
3
3
3
4
4
4
5
5
5
TYPE Of-
DiSCHAKGE
MUN
IMP
TWIH
ZONE TOTAL
MUM
INI)
TR1H
ZONE. TOIAL
MtlN
INI)
TRIB
ZONK TOTAL
MUN
INI)
THIH
ZONK TOTAL
MUN
IMD
THIH
ZONE TOTAL
NUMBFJK Of
DISCHARGES
0
0
1
12
b
H
25
11
8
4
23
11
22
4
37
5
10
4
19
ADJUSTED INPUT LOADS
CONST1 CONST2 CONSTJ
0.0 ! 0.0
0.0 1 0.0
1 1 .61 ! 2.90
1 1 .bl 1 2.90
2.50! 12.08
1.30! 1 .55
3.16! 0.78
6.96! 14.41
22.23! 20.40
0.79! 0.14
1.39! 1.26
24.40! 21.80
7.03! 13.19
5.40! 5.44
1.46! 0.84
13.89! 19.47
4.26! 8.07
6.14! 13.70
3.64! 0.47
14.03! 22.24
0.0 !
0.0 !
29.03!
29.03!
O.bO!
0.87!
6.14!
7.62!
2.26!
0.43!
1.16!
3.85!
1.83!
9.60!
18.09!
29.51 !
1 .35!
30.40!
7.53!
39. 2H!
- 1000 l.H/t'AY
CCINST4 CtjWSTb
0.0
0.0
156.32
156.32
31 .51
2.79
13.73
48.02
338.22
0.0
5.77
344.00
105.81
0.0
29.46
135.27
17.56
0.0
44.96
62.52
0.0
0.0
385.62
3H5.62
1.16
2.99
22.60
26.74
8.34
1 .08
3.53
12. 9b
5.B1
8. SO
60.33
74.65
2.48
4.43
27.13
34.03
! INPUT
! CONST1
! 0.0 !
1 0.0 1
1 100.001
! 16.38!
! 35.96!
1 18.641
1 45.401
! 9.82!
! 91.10!
1 3.221
1 5.681
! 34.42!
! 50.62!
1 38.891
1 10.4B1
! 19.60!
! 30.35!
1 43.731
1 25.921
! 19.79!
LOADS - PERCENT
CfJNSTZ CONST3
0.0 ! 0.0 !
0.0 1 0.0 1
100.001 100.001
3.59! 26.56!
83.87! 7.84!
10.731 1 1.481
5.391 80.681
17.83! 6.97!
93.58! 58.72!
0.661 11.261
5.761 30.021
26.98! 3.52!
67.76! 6.19!
27.951 32.531
4.291 61.281
24.09! 27.01!
36.281 3.45!
61.591 77.401
2.131 19.161
27.51! 35.94!
OF ZONE
CCJNST4
0.0 !
0.0 1
100.001
20.95!
65.61 !
5.811
28.581
6.44!
98.32!
0.0 1
1 .681
46.10!
78.22!
0.0 1
21.781
18.13!
28.09!
0.0 1
71.911
B.38!
NY TYPE
CON.ST5
0.0
0.0
100.00
72.21
4.32
11.17
84.51
5.01
61.36
8.37
27.27
2.43
7.78
11.39
80.83
13.98
7.28
1 3.00
79.72
6.37
GRAND TOTAL
105
70.89
80.81 109.29 746.13 533.99
- 620 -
-------
i 1
h .«
3 t
SECTION 2.4
SPECIFY hAlEM OUALI1Y UOUNDARY CONDITIONS
StAtvAHD HUUNUARV CCiNDITIONS
NODt 1 : rOUHTHUUSE PI . MARYLAND
' C1N1 ' PE.RIOU = 2400 CYCLFS
START
CYCLE,
DURATION
(CYCLES)
CONST1
(MG/L)
COHST2
CONST3
(MG/L)
CONST4
(MG/L)
CONS'15
2400
O.JO
0.30
1.00
2.90
7.00
START
CYCLL
DURATION
(CYCLIS)
NODE 2 :
' C1NMAX
CONST1
(MG/L)
L1STON VI . DKLAWARf.
' PLR10D = 2400 CYCLES
CONST2
(MG/L)
CONSI'3
(MG/L)
CONST4
(MG/L)
CONST5
(HG/L)
2400
0.20
0. 10
1.60
2.17
6.00
UPSTHEAM BOUNDARY CONDITIONS
NODE 141 RECItVLS VARYING LOADS FROM DELAWARE (R1VR)
DISCHARGE. I'tRIOD = 2400 CYCLES
START
CYCLE
1
1101
DURATION
(CYCLES)
1100
1300
t LOW
(CtS)
-7BRO.OO
-7«flO.OO
CONST 1
(MG/L)
0.2B
0.2H
CCNST2
(I-G/L)
0.07
o.oi
CONRT3
(MG/L)
0.70
0.70
CONST4
(HG/L)
3.77
3.77
CONST5
(MG/L)
9.30
8. 30
- 621 -
-------
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SEC'llUN 2.5 PH1HI HYDRAULIC INPUTS
*
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JUNCTION HIM AND HYD. RADIUS AND X-SECT1 ON A L ARKA U* CHANNELS ARE AT MEAN TIDE **
AN.
1
2
3
4
5
b
7
H
9
10
1 1
12
13
14
15
16
1 7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
3B
39
40
41
42
43
44
45
46
47
LENGTH
70UO.
1000.
1000.
1000.
1000.
1000.
1000.
156/9.
14994.
14994.
14994.
1 1995.
19326.
7330.
899b.
899b.
899b.
1 3661 .
8996.
13661 .
10662.
96b3.
10996.
13994.
13661 .
11995.
11995.
9330.
9330.
9)30.
9 )30.
9330.
7500.
12000.
7200.
5400.
5700.
1U500.
5600.
lObOO.
10500.
10200.
6UOO.
5400.
11100.
5900.
10500.
«IIDTH
2400.
2850.
650.
600.
600 .
600.
600.
600.
12995.
11829.
7700.
4500.
1700.
7600.
1000.
4332.
bm.
3HOO.
5600.
3400.
6000.
4900.
7600.
3900.
8996.
8274.
6942.
1000.
722.
)89.
278.
389.
3600.
2250.
2100.
900.
1200.
2400.
900.
1 8(10.
2400.
2100.
900.
900.
1 H 0 0 .
900.
1500.
ARE A
33594.
85122.
19492.
17931 .
1786b.
14HOH.
1 3540.
12389.
247391 .
21 3665.
138640.
88 758.
16174.
86916.
10604.
3929b.
4836b.
62507.
3677B.
7«31H.
58724.
59142.
1 13244.
75153.
167500.
162578.
15803b.
Ib075.
8789.
4308.
2799.
2952.
40294.
43177.
73793.
8271.
27844.
7958 1 .
20H 76.
34574.
43bhB.
23557.
24485.
33481 .
41 76H.
38891 .
37829.
CHANNH,
MANNING
0.010
0.010
0.010
(1.010
0.010
0.010
o.oio
0.010
0.012
0.012
0.012
0.010
0.010
0.010
0.030
O.Olb
O.Olb
0.010
0.010
0.010
0.010
0.010
0.010
u.oio
0.015
0.017
0.017
O.Olb
0.015
O.Olb
0.015
0.015
0.020
0.020
U.020
0.020
0.020
0.020
0.020
IJ.020
0.020
0.020
0.020
0.020
0.020
0.020
0.017
HATA *
NtT F LUki
3621.12
3821 .13
3821 .14
3b21 .18
3821 .18
3821 .2b
3821 .31
3821 .36
-13833.30
-13833.52
-17287.04
3821 .50
3453.79
6752.01
-3.12
-2.60
-1.14
5220.41
10209.19
-25434.84
5220.30
10209.45
5219.88
-15225.30
-10006.65
-10006.38
-10005.75
0.09
0.04
O.Ob
0.10
-0.01
588.48
-1609.82
-8983. Ht)
529. 71
-1122.07
-9513.78
-806.42
- 7 b 4 . 2 b
-533.25
390.54
923.56
-b422.99
-2285. 2b
4506. 4b
-3604.17
RADIUS
14.0
29.»
30.9
29 .9
29. »
24,7
22. b
20. t>
19.0
18.1
18 .»
19.7
9.!>
11.4
10. t>
9.1
9.1
16.4
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23.0
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12.1
14. 9
19. J
18 .f>
19. b
22. H
lb.1
12.2
11.1
10.1
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1 1 .1
19.?
35.1
9.2
23.2
33.2
23. 2
19.2
18.2
11.2
27.2
37.2
23.2
43.2
25.2
JUNC.
1
3
4
5
6
7
B
9
2
11
12
10
12
13
14
15
16
13
14
13
18
19
21
20
22
23
24
2b
142
143
144
142
25
25
25
26
89
26
b«
58
89
90
9U
27
27
59
59
A'l El
3
4
5
6
7
H
9
10
1 1
12
13
13
14
14
15
16
17
18
19
20
21
20
22
22
23
24
25
142
143
144
145
146
89
58
26
58
58
27
27
59
90
91
59
59
28
28
60
JUNC. INfLUlv HEAD CHANNELS ENTERING JUNCTION
1
2
3
4
b
6
7
8
9
10
11
12
13
14
15
16
17
1H
19
20
21
22
23
24
2b
26
27
28
29
10
31
32
33
34
3b
36
37
38
39
40
41
42
43
4»
45
46
47
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
o.o
0.0
0.0
0.0
o.o
0.10
-0.07
0.10
0.10
0.10
0.10
0.09
0.09
0.08
0.05
-0.04
-0.01
0.05
0.06
0.19
0.19
0.19
0.07
O.Ofl
O.Ofl
0.12
0.13
0.16
0.18
0.20
0.21
0.22
0.23
0.25
0.2b
0.26
0.27
0.2B
0.29
0.30
0.32
0.33
0.33
0.33
0.33
0. 34
0.3b
0.35
0.35
0. )6
0. 36
0.37
1
9
1
2
3
4
5
6
7
8
9
10
1 1
13
15
16
17
1H
19
20
21
23
25
2h
27
36
38
45
52
54
60
67
7 1
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83
89
94
101
107
1 12
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124
129
13h
1 45
151
157
0
0
2
3
4
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6
7
8
12
10
11
12
14
16
17
0
21
22
22
23
24
26
27
28
35
39
46
53
59
65
68
74
83
89
93
100
106
111
117
123
128
131
1 39
146
152
15H
0
0
0
0
0
0
0
0
0
0
0
1 3
14
15
0
0
0
0
0
24
0
25
0
0
33
38
44
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54
60
66
72
81
245
0
94
102
107
112
1 18
124
129
137
144
150
156
161
0
0
0
0
0
0
0
0
0
0
0
0
18
19
0
0
0
0
0
0
0
0
0
0
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0
55
61
67
73
82
0
0
95
101
10H
113
119
125
130
138
145
151
157
165
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
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0
0
0
0
0
35
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0
0
0
0
0
0
0
0
0
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0
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246
0
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0
0
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(»*»****»*»»*»**»***»*»*»*«»****«**»***»»***»
SLCT1UN 2.6
SPt.CIFY INITIAL hATt-H OUAMTY CONDITIONS
»»*«»»«»»*»**,*»«»*»*»»»»«****************»******»********************«
JUNC.
INFLOW
»t »*»*****«»*»»»*« fcAli-K UUALITY DA1A ***********************************************
UHST CONSTITUENT * St-CUND CONSTITUtNT » IIUKD CONSTITUENT * FOURTH CONSTITUtNT * FIFTH CONSTITUENT *
INITIAL INFLU* INITIAL INFLUh INITIAL INFLOW INITIAL INFLOW INITIAL INFLOW
CONC. LOAD. CONC. LOAD. CUNC. LOAD CONC. LOAD CONC. LOAD
1
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.0
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.27
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.14
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.28
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.03
.16
.01
.29
.38
.19
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.84
.03
r
.?0
.20
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.20
.20
.20
.20
.20
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0.
0.
0,
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0.
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40
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88
32
80
05
01
36
31
16
81
75
64
04
r~
3
3
3
3
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
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2
2
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.50
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.00
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.00
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.00
.00
.00
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0
47
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
2
0
1
0
0
0
2
0
0
1
0
0
0
0
0
20
159
0
0
0
8
35
11
0
0
27
6
0
7
2
3
0
T r
.0
.20
.0
.0
.0
.0
.0
.0
.21
.0
.0
.23
.0
.73
.0
.0
.0
.0
.0
.0
.72
.41
.61
.48
.0
.0
.92
.0
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.48
.0
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.58
.0
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.70
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.0
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.0
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.90
.44
.36
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.08
i r
1.50
1.50
1.50
1 .50
1.50
1.50
1.50
3.00
3.00
3.00
3.00
3.00
3.00
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
7.50
1 r~
0.0
0.22
0.0
0.0
0.0
0.0
0.0
0.0
0.01
0.0
0.0
0.01
0.0
0.05
0.0
0.0
0.0
0.0
0.0
0.0
0.04
0.03
0.14
0.0
0.0
0.0
0.26
0.0
0.0
2.91
0.0
0.0
0.04
0.0
0.0
0.16
389.80
0.0
0.0
0.0
4.95
20.87
1 .04
0.53
0.03
58.16
1 .04
0.29
9.05
6.95
2.66
0.09
r-
- 629 -
-------
SECTION 3.0 SIMULATE kATEH VUALIIY CONDITIONS (MAIN QUALITY LOOP)
RESTART DECK 1APE WAS LAST WKITIEN AFTtP CYCLt B50
HJUKAUL1C CYCLt ON EXTRACT TAPK FUH PtSTAKTlNG = b60
N1AG = 4
RESTART UKCK TAPE WAS LAST WRITTEN AFTER CYCLE 1050
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 560
NTAG = 4
- 630 -
-------
>
' F ^ r
* W «r h,
• * * * \
I*, t
•- r r -»
r -• r
' * ' f i C< it
LO* SLACK PREDICTIONS
JUNCTIUN
NUMBfciP
_ 11
20
22
23
24
_ 25
26
28
29
30
58
59
60
61
62
89
91
64
_ 93
31
32
HEAD
(ft)
-1.2192
-1.37/7
-0.93B6
-1.2377
-1.5188
-1 .8053
-1 .0253
-1.4369
-1.7065
-1.8949
-1.1356
-1 .3513
-1.6776
-1.8511
-1 .9725
-1 . 1430
-1.6110
-2.2459
-1.H828
-1 .OOOH
-1.2236
4»4*4***»***44*44
1ST. CONST1T.
(MOL)
CYCLE 1064
0.30
CYCLt 1065
0.39
CYCLE 1066
0.41
0.43
0.43
0.43
CYCLE 1067
0.43
0.42
0.42
0.42
0.42
0.42
0.41
0.41
0.40
0.42
0.42
0.39
0.41
CYCLt 1068
0.40
0.40
4444*44*4
2ND. CUNS11T
(MGL)
22 DAYS,
0.09
22 DAYS,
0.1?
22 DAYS,
0.13
0.13
0.13
0.11
22 DAYS,
0.11
0.10
0.12
0.16
0.09
0.10
0.12
0.15
0.20
0.10
0.09
0.27
0.10
22 DAYS,
0.20
0.24
CONCENTRATION FACTORS
3K,l). CUNS11T. 4TH
(MGL)
4.00 HOURS
1.51
4.50 HOURS
1.79
5.00 HOURS
1.85
1.88
I .89
1.85
5.50 HOURS
1.84
1.83
1.81
1.78
1.83
1.82
1.80
1.76
1.71
1.83
1.82
1 .60
1 .79
6.00 hU(IRi)
1 .72
1 .6H
- 631 -
***4******4i
. CONSTIT.
(MGL)
0.06
0.17
0.20
0.24
0.27
0.28
0.30
0.38
0.52
0.71
0.27
0.39
0.57
0.69
0.84
0.23
0.33
1.17
0.40
0.90
0.98
r**************
5TH. CONST1T.
(MGL)
5.82
5.15
4.90
4.61
4.29
3.95
3.45
2.98
2.43
2.04
3.63
2. 89
2.42
1 .98
1.79
4.29
3.67
1.57
2.92
1 .83
1 .76
-------
33
36
37
38
63
64
65
66
67
6/
69
96
98
99
100
39
40
41
42
43
44
45
46
47
70
71
79
73
74
7b
-1 .4072
-2.0356
-2.1431
-2.2228
-1 .1007
-1.3335
-1.5711
-1 .7733
-1.9756
-1.9756
-2.1723
-1 .5915
-1 .8576
-2.0251
-2.1613
-1 .4065
-1.4829
-1 .5556
-1 .6H81
-1 .8206
-1 .9186
-2.0415
-2.1564
-2.2720
-1 .3640
-1 .4366
-2. 3243
-1.6310
-1 .7606
-1 .8592
0.39
0.40
0.42
0.44
0.39
0.39
0.39
0.39
0.40
0.40
0.43
0.39
0.38
0.40
0.40
CfCLE 1069
0.42
0.41
0.39
0.41
0.42
0.44
0.38
0.38
0.38
0.43
0 .44
0 .40
0.41
0.42
0.40
0.27
0.40
0.43
0.47
0.23
0.27
0.30
0.36
0.40
0.40
0.45
0.1H
0.35
0.40
0.39
22 DAYS,
0.45
0.46
OJ44
0.47
0.48
0.48
0.45
0.43
0.41
0.45
0.4H
0.39
0.48
0.4t-
0.47
1 .63
1 .33
1 .32
1 .29
1.65
1 .60
1 .54
1 .43
1.34
1 .34
1.30
1.69
1.43
1.36
1 .44
6.50 HCJUPS
1 .23
1.15
1 .07
1.11
1.13
1.10
1 .04
1.01
1.01
1 .27
1 .22
1.09
1.12
1.13
1 .09
- 632 -
1.11
2.02
2.28
2.65
0.99
1 .16
1 .32
1 .56
1 .95
1 .95
2.41
0.82
1 .52
1 .88
1.61
2.35
2.25
2.13
2.24
2.43
2.75
1 .69
1.71
1 .75
2.38
2.38
1 .76
2.17
2.18
1 .96
1 .66
1 .24
1.37
1.59
1 .65
1 .56
1 .44
1.34
1.19
1.19
1.49
2.13
1.37
1.31
1.67
1.75
1.81
1 .90
2.27
2.38
2.70
2.74
2.98
3.45
1 .63
1 .75
3.99
2.30
2.52
2.79
-------
76
7 7
78
101
102
103
104
105
106
107
_ 108
48
49
50
52
54
56
57
79
80
81
82
92
84
85
H6
87
88
109
111
-1
-2
-i.
-1
-1
-1
-1
-1
-2
-2
-2
-1
-1
-1
-2
-2
-2
-2
-1
-1
-1
-1
0
-2
-i.
•1
-2
-2
-1
-1
.9787
.0961
.2153
.3701
.5309
.6593
.8233
.9742
.0786
.2044
.2624
.4665
.5836
.7144
.0481
.2431
.4642
.531 1
.3876
.5299
.6606
.7/24
.9132
.0718
.1998
.3^69
.4237
.4943
.5309
.6528
0
0
0
0
0
0
0
0
0
0
0
CiCLK
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
U
0
0
.38
.39
.39
.39
.40
.42
.44
.45
.45
.41
.40
1070
.40
.39
.39
.29
.31
.31
.32
.40
.37
.34
.31
.41
.31
.31
.31
.31
.32
.36
.32
0
0
0
0
0
0
0
0
0
0
0
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.45
.44
.43
.39
.41
.46
.50
.52
.52
.50
.46
DAYS,
.42
.38
.36
.17
. 14
.15
.16
.40
.33
.26
.17
.09
.15
.14
.15
.15
.16
.44
.34
1 .05
1.03
1 .05
1 .36
1.27
1.17
1.14
1:16
1.14
1.17
1 .09
7.00 HOUKS
1.08
1 .08
1 .06
1.02
1.06
1.04
1.03
1.08
1.07
1.05
1 .06
1 .80
1 .06
1 .06
1.05
1 .04
1.03
1.03
0.99
- 633 -
1
1
1
1
1
2
?
2
2
1
1
1
1
1
0
0
0
1
1
1
1
0
0
0
0
0
1
1
1
1
.62
.74
.77
.71
.81
.10
.25
.36
.43
.71
.70
.80
.73
.82
.71
.82
.98
.09
.75
.52
.25
.84
.36
.85
.84
.92
.00
.09
.40
. 16
3
3
3
1
1
1
2
2
3
3
3
3
4
4
4
5
5
5
3
4
4
4
3
5
5
b
4
4
4
3
.04
.40
.72
.84
.80
.98
.56
.75
.17
.68
.92
.82
.07
.18
.50
.05
.04
.01
.97
.25
.51
.99
.31
.03
.06
.03
.96
.92
.13
.81
-------
112
114
lib
1 IB
_ 119
120
121
122
124
_ 125
127
129
1J1
133
_ Ufa
138
_ 140
141
-1
-1
-2
-2
-2
-1
-1
-2
-?
-2
-1
-1
-2
-2
-2
-2
-2
-1
.7038
.9068
. 3b45
.4/03
.5756
.7794
.8995
.0321
.3213
.4438
.7425
.«7b4
.2158
.44H3
.533d
.1132
.3236
.0072
0
0
0
0
0
CKC1.L
0
0
0
0
0
CYCLE.
0
0
0
0
0
CYCLE
0
0
CYCIA
0
.31
.33
.30
.31
.30
1071
.31
.31
.31
.31
.30
1072
.31
.31
.31
.31
.31
1073
.30
.31
1074
.26
0.23
0.29
O.lb
0.15
0.13
22 DAYS,
0.17
0. }&
0.21
0.27
0.30
22 DAYS,
0.36
0.37
0.3b
0.34
0.32
22 DAYS,
0.2b
0.26
22 DAYS,
0.07
1
1
1
1
1
7.50 HUUHS
1
1
(I
0
0
8.00 HOUI'S
0
0
0
0
0
8.50 MUUKS
0
0
9.00 HOUHb
0
.02
.06
.07
.05
.06
.02
.00
.97
.89
.Hi
.77
.76
.75
.75
.'73
.71
.73
.73
0.
1 .
0.
0.
0.
1 .
1 .
1 .
1 .
1 .
2.
2.
2.
3.
3.
3.
4.
3.
92
04
74
91
79
13
20
38
72
86
20
29
66
00
46
72
11
69
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6 .
6.
7.
7.
8.
ft.
9.
9.
53
07
53
40
90
05
10
18
66
80
49
69
15
61
1 1
48
21
36
- 634 -
-------
LUh SLACK PRkUlCTUINb
**************************
CONCtNTRATlON fACTORS
**************************
JUNCTION
NUMBLR
1 1
_ 20
2 I
1 3
u i )
-1.2192
-1.3777
-0.9386
-1.2377
-1 .51B8
-1 .H053
-1.0253
-1.4369
-1 .7065
-1 .8949
-1 .1356
-1 .3513
-1 .b776
-1.B511
-1 .9725
-1 . 1430
-1 .6110
-2.2459
-1 .H828
-1 .0008
-1.2236
1ST. CONST1T.
(MGL)
CYCLt 1089
0.30
CVCl.fc. 1090
0.39
CKCl.t 1091
0.41
0.43
0.43
0.43
CYCLE, 1092
0.43
0.42
0.42
0.42
0.42
0.42
0.41
0.41
0.40
0.42
0.42
0.39
0.41
CiCLK. 1093
0.40
0.40
2ND. CONSTIT
IMGL)
22 DAHS,
0.09
22 DAYS,
0.12
22 DAYS,
0.13
0.13
0.13
O.il
22 DAYS,
0.11
0.10
0.12
0.16
0.09
0.10
0.12
0.15
0.19
0.10
0.09
0.27
0.10
22 OAiS,
0.^0
0.24
3KI). CUNS1IT.
(MCJL)
16.50 HOURS
1.51
17.00 HUURS
1.79
17.50 HOURS
1.85
l.fb
1 .90
1.85
18.00 HOUhS
1.B4
1.83
1 .81
1.78
1 .83
1.B2
1.79
1.76
1.70
1 .83
1 ,b2
) .59
1 .79
IH.M] HOURS
1 .72
1 .66
4TH. CONSTIT.
(MGL)
0.06
0.16
0.70
0.24
0.27
0.28
0.30
0.38
0.52
0.71
0.27
0. 39
0.52
0.69
0.84
0.23
0.33
1.17
0.40
0.90
0.98
5TH. CONSTIT.
(MGL)
5.93
5.23
5.00
4.72
4.41
4.08
3.58
3.12
2.60
5.23
3.82
3.05
2.59
2.15
1 .99
4.56
4.00
1.78
3.17
2.04
2.00
- 635 -
-------
33
3b
37
38
63
64
65
6b
67
bl
69
96
98
99
_ 100
39
40
41
42
43
44
45
46
47
70
n
79
73
74
75
-1
-2
- J.
-2
-1
-1
-1
-1
-1
-1
-2
-1
-1
-2
-2
-1
-1
-1
-1
-1
-1
-t
-2
-2
-1
-1
-2
-1
-1
-1
. 4 0 1 2
.0356
.1431
.2228
. 1007
.3335
.5/11
.77)3
.9/56
.9756
.1723
.5915
.8576
.0251
.1613
.4065
.4829
.5556
.688]
.8206
.9186
.0415
.1564
.2720
.3640
.4366
.3243
.6310
. 7606
.8592
0
0
0
0
0
0
u
0
0
0
0
0
0
0
0
CrfCI t
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.39
.40
.42
.44
.39
.39
.39
.39
.40
.40
.43
.39
.38
.40
.40
1094
.42
.41
.39
.41
.42
.44
.38
.38
.38
.43
.44
.40
.41
.42
.40
0.27
0.40
0.43
0.47
0.23
0.27
0.30
0.36
0.40
0.40
0.45
0.18
0.35
0.40
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101
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52
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- 638 -
-------
THf TEMPERATURE FROM CYCLE 1101 THPOUGH CYCLE 2400 IS 25.0 DEGREES C
REOXYGENATIQM CONSTANT FOR CUNSTIUItNT b COMPUTED BY 0"CONNOH-DObBlNS HELATKJNSHIP K2 = 12.9*V*»0.5 / ,H**1.5
Kl AND K2 HAVE BEEN CORRECTED I'O 25.00 DEGREES CENTIGRADE
1HE DU SATURATION FOR CONSTITUENT 5 AT 25.00 DEG.C IS 8.176
IHE SOU RATE (bENTH) IS MODIFIED BX TEMP AND DO AS FOLLOWS
EOR DO LEVELS ABOVE 2.00 HG/L, THE SOD PATE IS UNCHANGED
tUH DO LEVELS BELOW 2.00 SOU = BENTH*(DO/ 2.00 )** 0.45
THE THETA USED KIR TEMPERATURE CORRECTION IS 1.050
- 639 -
-------
TAhl.t Oh DECAY RAThS (AT 25. C)
.SIMULATION PERIOD : JULY 12 -23, 1976
CONSTITUENT 1 IS HUH, (MG/L)
CONSTlTUfNT 2 IS NII3 (MG/L)
CONSTITUENT J IS NU3 (MG/L)
CONSTITUENT 4 IS CHOI) (MG/L)
CONST1TUVNT 5 IS DO (MG/L)
NODE,
1
2
J
4
5
6
7
8
9
10
11
12
13
14
15
16
1 7
18
19
20
21
22
23
24
25
26
27
28
2V
30
31
32
33
34
******** PRIMARY DECAV
I/DAY (HAbE
CUNST1 CONST2 CONST3
0.088
0.088
0.088
0.086
0.088
0.088
O.OHB
0.088
0.088
0.088
O.OH8
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
O.OB8
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.088
0.040
0.300
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0.040
0. 300
0. 100
0.300
0.040
0.040
0.040
0.040
0.300
0.300
0.300
0. 300
0. 300
0. 300
0. 300
0. 300
0. 300
0. 300
0.500
0.500
0.500
0.500
0.500
0.500
0.150
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0.042
0 . 0,4 2
0.042
0.042
KATES *******
h)
CUNST4 CONST5
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.289
0.2B9
0.289
0.289
0.289
U.289
0.289
0.289
0.289
0.2H9
0.292
0.204
0.103
0.068
0.120
0.122
0.145
0.190
0.225
0.178
0.217
0.266
0.249
0.524
0.555
0.322
0.227
0.402
0.4fal
0.250
0.346
0.239
0.202
0.173
0.169
0.092
0.105
0.113
0.101
0.077
0.102
0.123
0.110
0.200
SECONDARY
DECAY I/DAY
CONST4 CONST1
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.050
0.050
0.050
0.050
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0.120
0. 120
0.120
0. 120
0.120
0.120
0.120
0. 120
0.120
0.120
0. 120
0.120
0.120
0.120
0.120
0.120
0. 120
0.120
0.120
0.120
0.120
0.120
0. 120
0.120
0.120
WINDSP
MKH
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
o.o
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0 .0
*»* SPECIAL DO BUDGET RATES AND PARAMETERS **»*»*****
MNDOX SOD CHLORO PHOTO RESP DtPTHP DEPTH
I/DAY G/MM/D UG/L MG/CHLOPO/D FT FT
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
.28
.28
.28
.28
.28
.28
.28
.28
.28
1 .28
0.77
0.77
0.77
1.28
1.28
1 .28
1.28
0. I J
0.77
0.77
0.77
0.77
0.77
0.77
0. / 1
0.7 7
0.77
.28
.28
.28
.28
.2H
.28
3.4b
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.1 19
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0.119
0. 119
0.119
0.119
0.119
0.119
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.01H
0.018
0.018
0.018
0.01B
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
7.50
7.50
7.50
12.50
12.50
12.50
12.50
14.00
19.04
24.33
29.89
29.94
29.83
27.23
23.62
21.44
19.86
18.57
17.18
17.63
9.30
9.36
9.07
9.07
12.77
9.23
18.15
12.68
17.56
19.08
21.07
21.01
31.24
28.99
27.32
29.78
32. iO
28.28
26.89
26.22
14.29
- 640 -
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TKMPLRAIURf. CORRECTION KACTORS , THETA
1.047 1.0P5 l.lbO 1.047 1.025 1.000 1.000 1.000 1.000 1.050 1.000 1.085 1.085 1.000 1.000
RESTART DECK TAPE WAS LAST WP1TTEN Xf-'LH CYCLt 1250
HJUHAULIC CKCLt ON EXTRACT TApt fnK RESTARTING = 560
NTAG z 4
- 643 -
-------
HIGH SLACK PHtDICTIONS
»»»»»»»»»*»******»»*******
CONCENTRATION FACIDHS
**************************
JUNCTION
NUMKhH
_ 1 1
_ 20
22
23
24
25
26
58
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CYCLt 1400
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2ND. CONST II.
(MUD
?9 DAYS,
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29 DAYS,
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1
1
1
1
1
1
1
.52
.37
.bl
.60
.72
.78
.81
.82
.82
.80
.79
.79
.77
.76
.72
.82
. 80
. 79
.78
.77
.5h
.72
4TH. CONSTJT.
(MUD
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
.03
.08
.11
.14
.18
.22
.21
.21
.25
.27
.29
.40
.43
.56
.23
.24
.26
.27
.3)
.87
.52
5TH. CONST1T.
(MGD
5
5
5
5
5
5
4
4
4
3
3
3
3
2
2
4
4
3
3
3
2
2
.75
.85
.61
.46
.27
.03
.84
.74
.59
.98
.61
.43
.16
.91
.55
.41
.13
.78
.53
.22
. 13
.57
- 644 -
-------
91
92
93
96
36
37
38
39
40
41
42
43
44
4b
bb
72
68
69
70
71
72
73
74
75
7fa
98
99
100
101
102
i
2
2
2
?
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
.0190
.I17H
.2009
.6419
.3774
.4562
.5158
.5/4f>
.6288
.6802
.7596
.8352
.9026
.9831
.1954
.6586
.4054
.4771
.5468
.5963
.658fe
.7262
.8010
.8640
.9418
.2518
.3069
.4658
.5627
.6503
0
0
0
0
CYCLE.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
u
0
0
.41
.40
.40
.38
1404
.38
.38
.40
.37
.37
.39
.40
.41
.44
.41
.39
.37
.38
.38
.38
.37
.37
.38
.40
.41
.42
.38
.38
.38
.38
.38
0
0
0
0
29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.14
.14
.15
.21
DAKS,
.30
.32
.38
.38
.41
.48
.51
.53
.55
.54
.21
.43
.29
.32
.36
.39
.43
.47
.50
.53
.54
.27
.30
.43
.47
.4H
1 .78
1.76
1 .72
1.65
6.00 HUURS
1 .58
1.54
1.50
1.45
1 .38
1 .29
1.25
1.22
1.18
1.11
1.69
1 .35
1 .58
1.54
1 .49'
1 .43
1.35
1.30
1.27
1.23
1.19
1 .60
1.57
1 .40
1.31
1.27
- 645 -
0
0
0
0
0
0
1
1
1
1
2
2
2
2
0
1
0
0
1
1
1
1
2
2
2
0
0
1
1
1
.25
.30
.36
.62
.87
.95
.38
.21
.28
.75
.08
.20
.91
.39
.60
.40
.85
.96
.11
.14
.40
.71
.03
.18
.43
.80
.89
.34
.60
.64
4
3
3
2
2
2
2
1
1
1
1
2
2
2
2
1
2
2
1
1
1
1
1
2
2
2
2
1
2
2
.19
.61
.11
.88
.20
.06
.01
.98
.72
.72
.89
.06
.33
.60
.41
.67
.13
.06
.98
.84
.67
.67
.73
.05
.26
.22
.11
.96
.14
.20
-------
103
104
105
106
46
47
48
49
50
52
54
56
57
77
78
83
80
Bl
82
83
84
85
86
87
88
107
108
109
111
112
2. 7465
2.8408
2.9377
3.0067
2.5304
2.6263
2.7299
2.8146
2.9063
3.1226
3.2567
3.4110
3.4706
2.4861
2.5779
3.0224
2.7749
2.8680
2.9471
3.0224
3.1417
3.2242
3.3086
3.3796
3.4370
2.5653
2.6112
2.7740
2.8499
2.8983
0.39
0.41
0.40
0.43
CYCLH 140!>
0.40
0.40
0.40
0.39
0.37
0.44
0.39
0.32
0.31
0.41
0.40
0.38
0.41
0.40
0.38
0.38
0.38
0.38
0.39
0.37
0.33
0.44
0.42
0.41
0.38
0.38
0.51
0.53
0.53
0.56
29 DAYS,
0.55
0.55
0.55
0.54
0.52
0.52
0.46
0.28
0.25
0.54
0.54
0.52
0.56
0.56
0.53
0.52
0.52
0.50
0.49
0.41
0.31
0.59
0.58
0.57
0.53
0.53
1.19
1 .21
1.14
1 .09
6.50 HOURS
1 .06
1 .04
1 .03
1 .01
0.99
0.99
0.99
1 .00
1 .00
1.13
1 .08
0.98
1.05
1 .03
0.99
0.98
0.9B
0.99
1 .00
1.00
1.00
1 .08
1.07
1 .05
1 .01
0.99
- 646 -
1.94
2.18
2.03
2.40
2.25
2.22
2.19
2.02
1 .73
2.38
1 .83
1 .08
0.94
2.29
2.22
1.7R
2.32
2.17
1.77
1.78
1 .74
1.73
1.83
1 .60
1.17
2.36
2.32
2.05
1.64
1 .73
2.40
2.29
2.60
2.99
3.20
3.34
3.63
3.92
4.24
5.65
5.75
6.8?
7.05
2.51
2.87
4.64
3.50
3.72
4.05
4.64
4.86
5.24
5.46
6.00
6.71
3.54
3.65
4.3R
4.91
4.46
-------
i I i i i f 1 I 1 f l
E i i
114
116
118
119
120
121
122
124
125
127
129
131
133
136
138
139
140
3.0406
3.3216
3.4103
3.4850
3.0792
3.1789
3.2817
3.5116
3.6451
3.8609
3.9659
4.1795
4.3320
4.4306
4.5231
4.4532
4.5133
0.34
0.34
0.31
0.29
CYCLt 1406
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.31
0.30
0.31
0.30
CYCLE 1407
0.30
0.31
0.41
0.36
0.?6
0.21
29 DAYS.
0.23
0.21
0.22
0.25
0.28
0.32
0.36
0.40
0.38
0.35
0.29
29 DAYS,
0.28
0.29
0.99
0.99
1.01
1.00
7.00 HOURS
1.01
1 .00
0.97
0.93
0.89
0.83
0.78
0.74
0.73
0.74
0.72
7.50 HOURS
0.72
0.73
1.29
1.27
0.91
0.78
0.84
0.84
1 .00
1.21
1.42
1.68
1.87
2.22
2.57
3.06
3.51
3.80
4.15
6.00
6.45
7.13
7.53
7.35
7.23
6.62
6.00
5.67
5.44
5.65
6.07
6.48
6.98
7.41
7.61
8.08
- 647 -
-------
HIGH SLACK PREDICTIONS
**************************
CONCE.NTPATION tACTORS
**************************
JUNC'l'ION
NUMBER
_ 11
_ 20
22
21
24
25
2b
58
_ 89
28
29
30
31
32
33
59
60
61
62
63
68
65
HE.AD
(FT)
1 .7708
1 .9417
1 .6314
1 .8438
2.02b8
2.2051
2.3014
2.3542
2.3379
1.9276
2.0954
2.2245
2.3222
2.4523
2.5725
1.8684
2 . o ; o i
2.1896
2.2811
2.3809
2.9036
2.6392
1ST. CONSTIT.
(MGL)
CYCLE: 1425
0.22
CYCLE, 1426
0.26
CYCLE. 1427
0.32
0.35
0.38
0.40
0.41
0.41
0.41
CYCLE. 1428
0.42
0.41
0.42
0.41
0.41
0.40
0.42
0.42
0.41
0.41
0.41
0.38
0.40
2ND. CONS1IT
(MGL)
29 DAYS.
0.10
29 DAKS,
0.10
29 DAYS,
0.13
0.15
0.17
0.18
0.19
0.18
0.17
29 DAYS,
0. 16
0.15
0.15
0.16
0.16
0.19
0.18
0.16
0.15
0.14
0.15
0.29
0. IK
3HD. CONS11T.
(MGL)
16.50 HOURS
1.52
17.00 HOURS
1 .32
17.50 HOURS
1.51
1 .60
1.72
1.78
1 .81
1.82
1.81
18.00 HOURS
1 .80
1.78
1.79
1.77
1.76
1.71
1 .82
1 .fO
1 .78
1 .78
1 .77
1.50
1 .72
4TH. CONSTIT.
(MGL)
0.0
0.03
0.08
0.11
0.14
0.18
0.22
0.21
0.21
0.25
0.27
0.29
0.40
0.43
0.56
0.23
0.24
0.26
0.27
0.33
0.87
0.52
5TH. CONSTIT.
(MGL)
5.77
5.97
5.78
5.62
5.42
5.16
4.96
4.87
4.73
4.10
3.73
3.55
3.31
3.06
2.74
4.53
4.27
3.91
3.67
3.36
2. 38
2.73
- 648 -
-------
i J i i E t
91
92
93
_ 96
36
37
38
39
40
41
42
43
44
4b
66
72
68
69
70
71
72
73
74
75
76
98
99
100
101
102
2.0198
2. 1U8
2.2009
2.6419
2.3774
2.4b62
2. 5158
2.5746
2.6288
2.6802
2.7596
2.8352
2.9026
2.9831
2.1954
2.6586
2.4054
2.4771
2.5468
2.5963
2.6586
2.7262
2.8010
2.8640
2.9418
2.2518
2.3669
2.4658
2.5627
2.6503
0.41
0.40
0.40
0.38
CKCLE: 1429
0.38
0.38
0.40
0.37
0.37
0.39
0.40
0.41
0.44
0.41
0.39
0.37
0.38
0.38
0.38
0.37
0.37
0.38
0.40
0.41
0.42
0.38
0.38
0.38
0.38
0.38
0.14
0.14
0.15
0.21
29 DAYS,
0.30
0.32
0.38
0.38
0.42
0.48
0.51
0.53
0.56
0.55
0.21
0.44
0.29
0.32
0.36
0.39
0.44
0.48
0.51
0.53
0.55
0.27
0.30
0.43
0.47
0.48
1 .78
1.75
1.72
1.65
18.50 HOURS
1.58
1.54
1.50
1.45
1.38
1.29
1 .25
1.22
1.18
1.11
1.69
1.34
1.58
1.53
1.49
1.43
1.34
1.29
1.27
1.23
1.19
1.60
1.57
1.40
1.30
1.27
0.25
0.30
0.36
0.62
0.87
0.95
1.38
1.21
1.28
1.75
2.08
2.20
2.91
2.39
0.60
1.40
0.85
0.96
1.11
1.14
1.40
1.71
2.03
2.18
2.43
0.80
0.89
1.34
1.60
1.64
4.49
3.90
3.31
3.40
2.54
2.36
2.28
2.24
1.99
2.01
2.20
2.36
2.64
2.93
2.62
1,94
2.38
2.32
2.24
2.10
1.94
1.95
2.00
2.35
2.56
2.48
2.36
2.32
2.64
2.72
- 649 -
-------
103
104
105
_ 106
46
47
48
49
50
52
54
56
57
77
78
83
80
81
82
83
84
85
86
87
88
107
108
109
111
112
2.7465
2.B408
2.9377
3.0067
2.5304
2.62b3
2.7299
2.8146
2.9063
3. 1226
3.2567
3.4110
3.4/06
2.4861
2.5779
3.0224
2.7749
2.8680
2.9471
3.0224
3.1417
3.2242
3.3086
3.3796
3.4370
2.565J
2.6112
2.7740
2.8499
2.8983
0.39
0.41
0.40
0.43
CiCLK 1430
0.40
0.40
0.40
0.39
0.37
0.44
0.39
0.32
0.31
0.41
0.40
0.38
0.41
0.40
0.38
0.38
0.38
0.38
0.39
0.37
0.33
0.43
0.42
0.41
0.38
0.38
0.52
0.53
0.53
0.57
29 DAYS,
0.55
0.55
0.56
0.55
0.53
0.53
0.46
0.29
0.26
0.55
0.55
0.53
0.57
0.56
0.54
0.53
0.52
0.51
0.49
0.41
0.31
0.59
0.59
0.57
0.54
0.53
1.19
1 .20
1.13
1.09
19.00 HOURS
1.05
1.04
1 .03
1.01
0.99
0.99
0.99
1 .00
1 .00
1.12
1.07
0.98
1.05
1.02
0.99
0.98
0.98
0.99
1 .00
1 .00
1 .00
1.07
1.06
1 .04
1 .01
0.99
1.94
2.18
2.03
2.40
2.25
2.22
2.19
2.02
1.73
2.38
1.83
1 .08
0.94
2.29
2.22
1.78
2.32
2.17
1.77
1 .78
1 .74
1.73
1 .83
1 .60
1.17
2.36
2.32
2.05
1.64
1.73
2.83
2.65
2.96
3.38
3.52
3.66
3.96
4.25
4.57
6.03
6.11
7.14
7.26
2.82
3.19
4.99
3.83
4.05
4.37
4.99
5.19
5.57
5.81
6.36
6.95
3.93
4.01
4.80
5.46
4.85
- 650 -
-------
i i
I i
I 3
114
116
118
_ 119
120
121
122
124
U5
127
129
131
133
136
_ 138
139
140
3.0406
3.3216
3.4103
3.4850
3.0792
3.1789
3.2817
3.5116
3.6451
3.8609
3.96b9
4.1795
4.3320
4.4306
4.5231
4.4532
4.5133
0.34
0.34
0.31
0.29
CYCLE 1431
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.31
0.30
0.31
0.30
CYCLE 1432
0.30
0.31
0.41
0.36
0.26
0.21
29 DAKS.
0.23
0.21
0.22
0.25
0.28
0.32
0.36
0.40
0.38
0.35
0.29
29 DAYS,
0.?8
0.29
0.98
0.99
1.00
1 .00
19.50 HOURS
1.01
1 .00
0.97
0.93
0.89
0.83
0.7«
0.74
0.73
0.74
0.72
20.00 HOURS
0.72
0.73
1.29
1.27
0.91
0.78
0.84
0.84
1 .00
1.21
1.42
1.68
1.87
2.22
2.57
3.06
3.51
3.80
4.15
6.48
6.85
7.38
9.05
7.59
7.90
7.68
6.88
6.35
5.96
5.96
6.21
6.60
7.11
7.62
7.92
8.25
RESTART DECK TARE WAS LAST hRJTTEN AFTER CYCLE 1450
HYDRAULIC CYCLE ON EXTRACT TAPE FOR RESTARTING = 560
NTAG = 4
- 651 -
-------
»»»*«»**»»**»**************************»**
STARTS AT CYCLE 750 ( 15 DAYS 15.0 HOURS)
WATfR DUALITY SUMMARY
f.NDS AT CYCLf 1450 C 30 DAYS 5.0 HOURS)
JUNC
CONSTITUENT 1
MIN MAX AVL
CONSTITUENT 2
MIN MAX AVE:
CUNST1TUI-NT 3
MIN MAX AVE
CONSTITUENT 4
MIN MAX AVE
CONSTITUENT 5
MIN MAX AVE
1
2
3
4
5
6
7
e
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
0.0
0.20
0.02
0.04
0.06
0.08
0.10
0.12
0.14
0.19
0.22
0.28
0.28
0.29
0.28
0.28
0.27
0.27
0.29
0.26
0.31
0.32
0.35
0.38
0.40
0.41
0.41
0.41
0.40
0.40
0.38
0.39
0.38
0.38
0.38
0.37
0.36
0.37
0.35
0.37
0.37
0.26
0.39
0.40
0.37
0. 37
0.26
0.34
0.30
0.30
0.13
0.13
0.16
0.20
0.22
0.24
0.26
0.27
0.30
0.33
0.35
0.31
0.31
0.30
0.28
0.3b
0.34
0.39
0.39
0.41
0.43
0.43
0.43
0.43
0.43
0.43
0.43
0.43
0.43
0.43
0.42
0.43
0.41
0.43
0.43
0.46
0.45
0.45
0.45
0.45
0.47
0.48
0.44
0.43
0.42
0.42
0.30
0.25
0.06
0.08
0.11
0.13
O.lb
0.18
0.20
0.24
0.26
0.30
0.31
0.30
0.30
0.29
0.28
0.32
0.31
0.33
0.34
0.37
0.39
0.41
0.42
0.43
0.42
0.42
0.42
0.42
0.41
0.41
0.40
0.41
0.40
0.40
0.39
0.41
0.40
0.41
0.40
0.38
0.42
0.44
0.40
0.39
0.36
0.39
0.0
0.09
0.01
0.02
0.03
0.04
0.04
0.05
0.06
0.07
0.09
0.09
0.07
0.11
0.11
0. 16
0.19
0.06
0.10
0.07
0.09
0.10
0.10
0.12
0.11
0.11
0.09
0.09
0.09
0.10
0.10
0.10
0.12
0.21
0.23
0.21
0.23
0.28
0.28
0.32
0.38
0.28
0.43
0.45
0.45
0.43
0.31
0.40
0.30 0.30 0.0 1.00
0.12 0.10 1.47 1 .60
0.07 0.03 0.09 0.57
0.06 0.04 0.19 O.fc2
0.08 0.05 0.27 0.80
0.09 0.06 0.37 0.96
0.10 0.07 0.46 1.10
0.10 0.07 0.55 .22
0.11 0.08 0.66 .30
0.11 0.09 0.91 .37
0.13 0.10 1.47 .57
0.14 0.11 1.45 .62
0.15 0.10 1.41 .63
0.16 0.13 1.38 .49
0.20 0.15 1.27 .49
0.21 0.18 1.24 .34
0.22 0.20 1.18 .25
0.16 0.10 1.39 .67
0.16 0.12 1.38 .58
0.17 0.11 1.32 .79
0.17 0.12 1.45 .76
0.18 0.13 1.50 .85
0.19 0.14 1.60 .88
0.19 0.15 1.72 .90
0.18 0.14 1.78 .89
0.20 0.15 .77 .88
0.19 0.13 .76 .88
0.17 0.12 .76 .86
0.19 0.12 .72 .85
0.24 0.14 .67 .86
0.29 0.16 .60 .84
0.33 0.19 .55 .85
0.37 0.23 .50 .82
0.50 0.34 .53 .75
0.41 0.30 .43 .73
0.50 0.34 .22 .74
0.53 0.36 .21 .70
0.57 0.41 .19 .67
0.56 0.41 .13 .61
0.56 0.45 .06 .56
0.55 0.45 .97 .48
0.56 0.44 .64 .43
0.57 0.49 .03 .40
0.58 0.50 .01 .35
0.57 0.49 0.97 .27
0.56 0.48 0.94 .20
0.56 0.44 0.67 .17
0.56 0.47 0.86 1.16
- 652 -
1 .00
1.53
0.27
0.39
0.52
0.64
0.76
0.89
1.01
1.18
1.51
1.54
1.50
1.43
1.37
1.29
1.21
1.52
1.46
1.55
1.60
1.69
1.76
1.83
1.84
1.84
1.83
1.82
1.81
1.80
1.77
1.74
1.70
1 .66
1.62
1.53
1.45
1 .42
1.36
1.30
1.19
1 .09
1.18
1.15
1.10
1 .06
0.96
1.03
0.0
0.0
0.00
0.00
0.00
0.01
0.01
0.01
0.02
0.03
0.0
0.01
0.05
0.06
0.04
0.04
0.03
0.06
0.06
0.03
0.06
0.08
0.11
0.14
0.18
0.22
0.23
0.25
0.27
0.29
0.40
0.43
0.56
0.84
0.90
0.87
0.95
1 .29
1.20
1.28
1.75
1.73
2.02
2.48
1 .69
1.69
1.25
1 .60
2.90******* 0.0 7.00
2.17
0.03
0.03
0.04
0.06
0.07
0.08
0.08
0.09
0.17
0.12
0.13
0.12
0.12
0.07
0.05
0.14
0.12
0.18
0.17
0.22
0.25
0.28
0.29
0.30
0.32
0.38
0.52
0.71
0.90
0.98
1.11
1.26
1.32
2.02
2.28
2.72
2.53
2.48
2.39
2.37
2.92
3.25
2.56
2.29
2.25
2.20
0.56 5.72 6.28
0.01 0.72 3.75
0.01
0.01
1.37 3.45
1.96 4.03
0.02 2.55 4.54
0.03 3.04 4.93
0.03 3.41 5.26
0.04 3.75 5.48
0.05 4.41 5.66
0.04 5.72 6.28
0.06 5.66 6.85
0.08 5.28 5.95
0.08 5.63 6.56
0.06 5.94 6.93
0.05 6.41 7.00
0.03 6.41 7.14
0.09 5.29 5.85
0.08 5.69 6.75
0.10 5.13 5. .97
0.10 5.22 5.83
0.14 4.87 5.78
0.18 4.59 5.62
0.21 4.27 5.42
0.24 3.93 5.17
0.26 3.42 4.97
0.27 3.21 4.63
0.30 2.96 4.11
0.36 2.43 3.74
0.46 2.04 3.55
0.62
0.70
0.83
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2.03
2.12
2.11
2.40
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1 .80
1.70 5.28
1.88 2.35 5.81
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1.83
2.51
3.09
3.56
3.97
4.33
4.66
5.10
5.95
6.13
5.60
6.14
6.47
6.68
6.71
5,54
6.19
5.58
5.57
5.34
5.12
4.86
4.58
4.23
3.93
3.56
3.21
2.89
2.58
2.35
2.17
2.26
2.32
1.87
1.74
1.76
1.81
1.75
1.80
1 .92
2.19
2.47
2.65
2.93
3.05
3.59
-------
i i
i 'i
49
50
51
52
53
54
5b
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
BO
HI
B2
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
0.37
0.37
0.44
0.28
0.30
0.30
0.30
0.30
0.30
0.41
0.40
0.40
0.39
0.38
0.38
0.37
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.37
0.38
0.39
0.39
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0.40
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0.09
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0.50
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0.62
0.63
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0.59
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0.60
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0.56
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0.52
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0.31
0.18
0.16
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0.45 0.98 .12
0.49 0.98 .09
0.35 0.8b .08
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0.25 0.99 .08
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0.20 .47 .84
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0.12 .76 .85
0.11 .75 .84
0.11 .72 .82
0.11 .70 .81
0.14 .65 .81
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1.71
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»**»*»*»»*»*»»**»***********»»**»*»**»****»********»*****»»*«»*********»**»*»***********
******************* STATISTICAL ANALYSIS Ot CONSTITUENT 1 CONCENTRATIONS FROM CYCLE 750 TO CYCLE 1450 ******************
***********************************
JUNC
MEAN
ST DEV
SKl.WNE.S5 KUHTDSIS
************************ CUMULATIVE PROBABILITIES ************************
00 10 20 30 40 50 60 70 80 90 100
12
24
2b
bl
48
109
79
126
0.30
0.41
0.42
0.41
0.39
0.39
0.43
0.30
0.02
0.02
0.01
0.01
0.02
0.02
0.04
0.00
0.32
-0.42
-0.70
-1.12
-0.98
0.18
1.20
-0.29
-1.37
-1.30
-0.82
0.67
0.34
-l.lb
0.37
-0.78
0.28
0.3«
0.40
0.39
0.34
0.35
0.37
0.30
0.28
0.38
0.40
0.40
0.36
0.36
0.39
0.30
0.28
0.39
0.41
0.41
0.38
0.36
0.40
0.30
0.28
0.40
0.42
0.41
0.39
0.37
0.40
0.30
0.29
0.41
0.42
0.41
0.39
0.38
0.41
0.30
0.29
0.42
0.42
0.42
0.40
0.38
0.42
0.30
0.30
0.42
0.42
0.42
0.40
0.39
0.42
0.30
0.31
0.43
0.43
0.42
0.40
0.40
0.43
0.31
0.32
0.43
0.43
0.42
0.41
0.41
0.45
0.31
0.32
0.43
0.43
0.42
0.41
0.42
0.51
0.31
0.33
0.43
0.43
0.42
0.42
0.43
0.53
0.31
**********************************
******************* STATISTICAL ANALYSIS OF CONSTITUENT 2 CONCENTRATIONS FROM CYCLE 750 TO CYCLE 1450 ******************
****************************************************************************************
JUNC
MEAN
ST DEV
SKEWNESS KUHTOS1S
************************ CUMULATIVE PROBABILITIES
00 10 20 30 40 50 60
************************
70 80 90 100
12
24
25
61
48
109
79
126
0.11
0.15
0.14
0.13
0.47
0.49
0.51
0.32
0.01
0.02
0.02
0.03
0.04
0.03
0.07
0.04
0.49
0.47
0.35
0.83
0.43
0.52
0.73
-0.26
-0.96
-1.32
-1.19
0.11
-0.46
-0.47
0.17
-0.87
0.09
0.12
0.11
0.09
0.40
0.44
0.39
0.24
0.09
0.13
0.12
0.09
0.42
0.45
0.42
0.25
0.09
0.13
0.13
0.10
0.43
0.46
0.45
0.28
0.10
0.13
0.13
0.10
0.44
0.47
0.47
0.30
0.10
0.14
0.13
0.12
0.45
0.48
0.48
0.31
0.10
0.14
0.13
0.13
0.47
0.49
0.49
0.32
0.11
0.15
0.15
0.14
0.48
0.49
0.51
0.33
0.12
0.17
0.16
0.15
0.48
0.50
0.54
0.34
0.12
0.17
0.17
0.15
0.49
0.52
0.56
0.35
0.13
0.18
0.18
0.18
0.51
0.54
0.61
0.37
0.14
0.19
0.18
0.23
0.56
0.57
0.72
0.38
****************************************************************************************
******************* STATISTICAL ANALYSIS OF CONSTITUENT 3 CONCENTRATIONS FROM CYCLE 750 TO CYCLE 1450 ******************
****************************************************************************************
JUNC
MEAN
ST DEV SKEI»NESS KUPTOSIS
************************ CUMULATIVE PROBABILITIES
00 10 20 30 40 50 60
************************
70 80 90 100
12
24
25
61
48
109
79
126
1.54
1.83
1.84
1.79
1.03
1.05
1.13
0.83
0.04
0.05
0.02
0.05
0.06
0.05
0.12
0.04
0.21
-0.54
-0.23
-1.02
-0.41
0.02
1.21
0.32
-0.81
-0.91
-0.76
0.33
-0.21
-0.69
0.65
-0.90
1.45
1.72
1.78
1.66
0.86
0.94
0.97
0.75
1.48 .50
1.75 .77
1.80 .82
1.72 .76
0.95 .98
0.98 .01
1.02 .05
0.77 0.79 <
.51 .52
.81 .83
.82 .83
.78 .79
.01 .03
.03 .04
.07 .08
).80 0.81
1.53 .55
1.84 .85
1.84 .85
1.80 .81
1.04 .05
1.05 .07
1.09 .13
0.82 0.83
1 .56
1.87
1.85
1.83
1.07
1 .09
1.15
0.85
1.58
1.88
1.86
1.83
1.08
1.10
1.20
0.87
1.60 .62
1.89 .90
1.87 .89
1.84 .84
1.11 .16
1.13 .17
1.33 .48
0.90 0.91
- 655 -
-------
***l*******tt***************«**»***************»***************************t************
**«*********»*»*»*» STATISTICAL ANALYSIS Of CONSTITUENT 4 CUMChNTRATJONS FROM CYCLE 750 TO CYCLE 1450 ******************
*******»*»**»»»**»»»**»»»***»*»*********»»****»*»******»*****»***»***»*»*»*******»*»«»*»
JUNC
MEAN
ST DEV
SKEhNESS KURTOSIS
************************ CUMULATIVE PROBABILITIES
00 10 20 30 40 50 60
************************
70 80 90 100
12
24
25
61
48
109
79
126
0.06
0.21
0.24
0.42
1.88
1.66
2.10
1.82
0.02
0.04
0.03
0.15
0.18
0.25
0.77
0.16
-0.22 -0.83
-0.16
-0.35
0.50
0.49
0.52
-0.10
-0.09
.46
.21
.25
.93
.05
.54
.35
0.01
0.14
0.18
0.26
1.60
1.35
1.71
1.57
0.03
0.15
0.19
0.26
1.68
1.37
1.75
1.59
0.04
0.16
0.20
0.27
1 .72
1.40
1.76
1 .63
0.05
0.18
0.22
0.30
1.77
1.47
1.86
1.71
0.06
0.20
0.24
0.33
1.80
1.51
1.91
1.75
0.06
0.22
0.25
0.38
1.83
1.59
2.17
1.83
0.07
0.24
0.26
0.44
1 .87
1.65
2.26
1.87
0.08
0.25
0.27
0.53
1.92
1.80
2.31
1.93
0.08
0.26
0.28
0.58
2.09
1.93
2.38
1.99
0.09
0.27
0.28
0.66
2.18
2.05
2.42
2.04
0.12
0.28
0.29
0.69
2.20
2.11
2.51
2.05
****************************************************************************************
******************* STATISTICAL ANALYSIS Of CONSTITUENT 5 CONCENTRATIONS FROM CYCLE 750 TO CYCLE 1450 ******************
******************************
JUNC
MEAN
ST DEV
SKEfcNESS KUHTOSIS
************************ CUMULATIVE PROBABILITIES
00 10 20 30 40 50 60
************************
70 80 90 100
12
24
25
61
48
109
79
126
6.13
4.86
4.58
3.04
3.59
4.25
3.73
5.96
0.33
O.J3
0.36
0.60
0.84
0.64
1 .01
0.28
0.57
-0.12
-0.15
-0.14
0.60
0.14
0.29
-0.13
-1.01
-1.28
-1.30
-1.36
-0.31
-0.56
-0.64
-0.77
5.66
4.27
3.93
1.97
2.35
2.92
2.04
5.28
5.76
4.39
4.07
2.20
2.56
3.35
2.34
5.56
5.83
4.50
4.18
2.40
2.74
3.71
2.73
5.70
5.88
4.64
4.31
2.58
3.01
3.96
3.07
5.80
5.94
4.75
4.47
2.82
3.29
4.09
3.50
5.88
6.02
4.88
4.61
3.08
3.55
4.17
3.79
5.96
6.13
5.00
4.74
3.32
3.75
4.34
3.95
6.04
6.32
5.12
4.85
3.55
3.94
4.52
4.14
6.13
6.50
5.21
4.95
3.70
4.20
4.84
4.54
6.23
6.65
5.29
5.03
3.81
4.81
5.19
5.25
6.35
6.84
5.42
5.16
3.91
5.79
5.75
6.04
6.50
- 656 -
-------
END OK QUALITY RUN. 1450 CYCLES.
THE FOLLOWING DEPLETION CORRECTIONS (MG/L * CD FT) WERE ACCUMULATED FOR CONSTITUENT 4
0.
181532.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
u.
0.
0.
0.
0.
0.
0.
0,
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
- 657 -
-------
DELAtvARt LS1UAKY CENTEK CHANNEL
LOW WATER SLACK PLOT KR(JM CYCLt 1064 TO CYCLE 1074
c
0
N
s
T
1
T
U
E
H
T
2
1
1
I
I
I
I
1
I
1
1
I
I
1
1
1
I
I
I
I
1
I
1
1
1
I
1
I
1
I
1
I
I
I
I
I
I
I
1
1 * * *»
1 *
I * *
I
I
I
1*
0.0 10.0
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
* 4
4*«
4 **<
4
4
20.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
**** 4
* 4
* 4
4
* 4
4
>*** * 4
4
4
30.0 40.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
** 4
* 4
* 4
* 4
* * 4
* 4
* 4 * * *
* .*4* * *
4
50.0 60.0 70.0
4
4'
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 *
4
80.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
-----I ---------I
90.0 100.0
PILES BELOW TRt.NTUN
- 658 -
-------
c
c
2.51 444
DELAWARE ESTUAKY PA-DEI, SIDE
LGK WATEH SLACK PLOT FROM CYCLE 1064 TO CYCLE 1074
4444444444444
444
444444444444444444-44444
2
4
1
1
I
n
I
1
I
I
1
1
1
I
1
1
I
I
1
1
I
I
I
I
I
1
I
1
1
I
I
I
I
I
I
I
1
I
I
I
1
1
I
1
1
I
I
I
1
1
I
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
*» »» »**»
»*» 4 »
* 4
4
4
4
»* * * 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* * 4
* *
» 4
* *4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
M1LHS BELOW THENTON
- 659 -
-------
DELAWARE. ESTUAHY NJ SIDE
LOW WATER SLACK PLOT FPOM CYCLt 1064 TO CYCLE 1074
c
0
N
S
T
I
T
U
E
N
T
2
I
I
I
I
I
I
1
1
I
I
I
I
1
I
1
I
I
1
1
I
I
I
1
I
I
J
I
I
I
I
I
I
1
1
1
I
1
I
I
1
I
I
I
I
I
n ni ......... i
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
*» *4
4 ** *»
» 4 *
* 4
* 4
4 *
t* * 4
4
4
........ I... .. -...I.. ....... T--
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* * *4 *
4
.-.-_-_ I. ........ t...-.
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
.--._T. -----. -.1
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
;..-......!
0.0
10.0
20.0
30.0
40.0
50.0
bO.O
70.0
80.0
90.0
100.0
MILE.S BELOW 1KE.NTIIN
- 660 -
-------
DELAWARE ESTUARY CENTER CHANNEL
LOW WATER SLACK PLOT KROM CYCLE 10b4 TO CYCLE 1074
3
3
2
1
0
1
I
I
I
I
I
1
I
1 *
I
1
1* *
1
I
I
I
I
I
1
I
I
I
I
1
I
1
I
I
I
I
I
1
1
I
1
I
I
1
1
1
1
I
I
I
I
4
4
4
4
4
4
4
+
4
4
+
4
+
* +
4
4
4
4
4
4
* 4
4
4
4
» 4
» 4
4
* 4
4
* 4
4
4
4*
4
4 *
4 »*
4 *
4 **
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 ***
4
»*4
4
4 *
*» 4
* * 4
* 4 *
* 4
4
» 4 *
4 *
4
4
» 4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
» 4
* 4
4
* 4
*4
4* * *
4 * * *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 *
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
MILES BELOW THENTON
- 661 -
-------
DELAWARE ESTUARY PA-DEL SIDE
LU* ViATEP SLACK PLOT FROM CYCLE 1064 TO CYCLE 1074
5.0
]
4.0'
]
3.0-
]
2.0
1.0
0.0
0
4 4
+ 4
+ 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
+ t
4 * 4
4 4
4 4 *
4 4
4 * 4 *
4 4 * *
4 *4
4 *
4 4
4 * *» 4
4 * ** 4
4 4
4 4
4 4
4 4
4 4
4 * 4
4 4
4 * 4
4 » 4
4 4
+ 4
4 4
4 4
4 4
4 4
.0 10.0 20.0 30.0 40.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
* 4
* 4
4
* 4
4
* 4
*4
4 *
4
4
bO.O 60.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+ -
+
+
+
•f
•f
•f
+
+
70.0 80.0
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
90.0 100.0
MILES BELOU TKf.NTON
- 662 -
-------
r
DELAWARE ESTUARY NJ SIDE
LOW InATtR SLACK PLOT PROM CYCLE 1064 TO CYCLE 1074
I
J
I
1
I
I
I
I
1
I
I
I
I
I
1
I
I
I
1
I
I
1
I
I
I
1
I
I
I
I
1
I
1
I
1
1
I
1
1
I
I
X
1
I
I
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
+
4
4
4
4
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- 663 -
-------
DELAWARE ESTUARY CENTER CHANNEL
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- 664 -
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DELAWARE tSTUAHY PA-DEL SIDE
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- 665 -
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DELAWARE. ESTUARY NJ SIDE
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- 666 -
-------
DELAWARE ESTUAKY CENTER CHANNEL
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- 667 -
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UtLAKARh. ESTUARY PA-DfJL SIDE
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MILES BELOW TPENTUN
- 668 -
-------
DELAWARE ESTUARY NJ SIDE
HIGH WATER SLACK PLOT FROM CKCLL 1400 TO CYCLE 1407
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- 669 -
-------
F, ESTUAKY CENTKH CHANNEL
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MILf.S BKLUW TNfcNTON
- 670 -
-------
DELAWARE t.STUAKY PA-DEL SIDE
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MILES BELOh 1PENTUN
- 671 -
-------
DKLAtvARf, fcSTUAKY NJ SIDt
HIGH WATE.H SLACK PLOT FROM CYCLE 1400 TD CYCLE 1407
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90. 0 100.0
MILLS RKLUW 1RKNTIIN
- 672 -
-------
DELAWARE ESTUAR* CtNlER CHANNEL
HIGH WATER SLACK PLOT FROM CYCLE 1400 TO CKCLE 1432
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
90.0 100.0
MILES BELUW TKENTllN
- 673 -
-------
tsuiARY PA-DE.L SID*.
HIGH fcATEP SLACK PLOT FRUM CYCLL 1400 TO CYCLt 1432
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4
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4
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80.0
4
4
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4
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4
4
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90.0 100.0
MILfS BE.1-.UV" TRtNTON
- 674 -
-------
"t ^ *> r
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DELAWARE ESTUARY NJ SIDE
HIGH WATtR SLACK PLOT FROM CYCLE 1400 TO CYCLE 1432
10.01 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + » + + + + + + + + + + + + + + + +
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0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0
MILES BELUW TRENTON
- 675 -
-------
DELAWARE ESTUARY CENTER CHANNEL - OUAl ITY SUMMARY
SUMMARY STARTS AT CYCLE 7bO
15 DAYS 15.0 HUURS
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4 4
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1450 30 DAYS 5.0 HOURS
4
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4
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60.0
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M1LS-S
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- 676 -
-------
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10.0 20.0
DELAWARE ESTUARY
SUMMARY STARTS AT
SUMMARY ENDS AT
4
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30.0 40.0
CENTKR CHANNEL - DUALITY SUMMARY
CYCLE 750 15 DAYS 15.0 HOURS
CYCLE 1450 30 DAYS b.O HOURS
4
4
4
4
4
4
4
4
4
4
4
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80.0 90.0
4
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4
4
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4
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4
4
4
4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
100.0
MILKS BLLUW THI-NTON
- 677 -
-------
DELAWARE ESTUARY CENTER CHANNEL - QUALITY SUMMARY
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AT CYCLE
AT CYCLE
4
4
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40.0
750 15 DAYS 15.0 HOURS
1450 30 DAYS 5.0 HOURS
4
4
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4
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80.0 90.0
4
4
4
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4
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4
4
4
4
100.0
MlLtS HKLOrt THEN10N
- 678 -
-------
DE.LAWARE. tSIUARY PA-DE.L SIDt- - QUALITY SUMMARY
2
2
1
1
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4
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4
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4
4
4
4
4
4
4
4
4
10.0 20.0
SUMMARY STARTS AT CYCLE 750
SUMMARY ENDS AT CYCLE 1450
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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30.0 40.0 50.0
15 DAYS 15.0 HOURS
30 DAYS 5.0 HOURS
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
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4
4
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4
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4
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4
4
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4
4
4
4
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4
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4
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4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
90.0 100.0
MILKS BtMJW TKFNTUN
- 679 -
-------
DELAWARE ESTUARY PA-DEL SIUK - DUALITY SUMMARY
SUMMARY STARTS AT CYCLE 7bO 15 DAYS 15.0 HOURS
SUMMARY ENDS AT CYCLE 1450 30 DAYS 5.0 HOURS
C
0
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T
1
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4
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90.0 100.0
MH.tS
TRENTON
- 680 -
-------
DELAWARE ESTUARY PA-DEL SIDE - QUALITY SUMMARY
SUMMARY STARTS AT CYCLE 7bO 15 DAYS 15.0 HOURS
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10.0 20.0
SUMMARY ENDS AT
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30.0 40.0
CYCLE 1450 30 DAYS 5.0 HOURS
4
4
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80.0
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90.0 100.0
MILES BfcLOK THt.NTON
- 681 -
-------
LSTUARY NJ SIDt - QUALITY SUMMARY
SUMMARY STARTS AT CYCLt 750 Ib DAYS 15.0 HOUHS
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SUMMARY ENDS AT CYCLE 1450
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90.0 100.0
MILtS BEt.OK TKKNTON
- 682 -
-------
DELAhARE ESTUARY HJ SIDE - OUAL1TY SUMMARY
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SUMMARY STARTS AT CYCLE 750
SUMMARY ENDS AT CYCLE 1450
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30 DAYS 5.0 HOURS
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MILtS HfLOh TRENTON
- 683 -
-------
DELAWARt ESTUARY NO Slot - QUALITY SUMMARY
SUMMAHY STARTS AT CYCLt 750 15 DAYS 15.0 HUURS
SUMMARY ENDS AT CYCLE 14bO 30 DAYS 5.0 HOURS
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0.0 10.0 20.0 30.0 40.0 bO.O 60.0 70.0 80.0 90.0 100.0
MILKS BE.LOW TRENTON
- 684 -
-------
C 3 C 3
TIME PLOTS ton NODE 2b AT AN INTERVAL OF 50 CYCLES
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1800.0
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- 685 -
-------
TIME. PLOTS K3K NODE
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CYCLKS
- 686 -
-------
TIME PLOTS FOU NODt 25 AT kti INTERVAL OF
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1400.0 1450.0 1500.0
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4
4
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4
4
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4
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4
1550.0
CYCLES
- 689 -
-------
TIME PLOTS HJH NUDE 4« AT AN INTERVAL OF 50 CYCLES
C
0
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0
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1200.0
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1600.0
1800.0
2000.0
- 690 -
-------
TIME PLOTS KJR NDDt 109 AT AN INTERVAL OK
50 CYCLES
c
0
N
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400.0
600.0
800.0
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1400.0
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2000.0
CYCLES
- 691 -
-------
TIME PLUTS ftIK NUDK 79 AT AN INTERVAL UF 50 CYCLKS
1
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1600.0
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1HOO.O 2000.0
CYCLtS
- 692 -
-------
TIME PLOTS POP NOUK 79 AT AM INTERVAL OF 50 CYCLtS
c
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1800.0 2000.0
CYCLtS
- 693 -
-------
c
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1550.0
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- 694 -
-------
c
0
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4
2000.0
CYCLtS
- 695 -
-------
1IM6 PLOTS FOR NUUfc. I2b AT AN INTKKVAL OF
10.01 4 4
I
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1
1
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8.0- 4 4
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1500.0
1550.0
- 696 -
-------
PHYSICAL REFERENCES
, — , TRENTON BORDENTOWN
1 ) ii ( HI
MARRIONSVILLE BRISTOL BURLINGTON
CROSSWICKS RAIJOCAS
NESHAMINY PENNYPACK
PA. TURNPIKE BURLINGTON BRISTOL
i i
ii i
BUCKS CO. WATER BRISTOL WATER TORRESOALE
SUPPLY SUPPLY WATER PLANT
TRENTON (N.J.) LOWER BUCKS (PA.)
t ^
1 1 H 1 1 — 1
U.S. STEEL FAIRLESS ROHM & HAAS
i i
BURLINGTON BRISTOL TORRESDALE
BRIDGE
TORRESDALE INTAKE
i i
ill 1
FIELDSBORO FLORENCE TORRESDALE
32 31 30 29 28 27 26 25 24 23 22 21
1 II 1 1 1 1 ' 1 ' II
ill 1 II 1 1 i 1 i 11
38 37 36 35 34 33 32 31 30 29 28 27 26
1 1 '2 ' 3 ' 4 >5 ' 6 ' 7
76 75 74 72 71 70 69 68 66 64 63 62 60 50
I 1 I 1 1 1 I II | | || 1
82 81 80 78 77 76 75 72 71 69 68 67 65
130 125 120 115 1)0
Towns & Cities
NJ
Tributaries
PA
Bridges
Other
MAJOR DISCHARGERS
Municipal
Industrial
PA - DEL
SAMPLING POINTS
USGr,
PA
D.R.B.C.
TAC's "208"
AFO
MODEL NETWORKS
DECS
Junction DYNDELA (1-D)
Channel
RIVER MILES
Above Delaware
Bay
10
15
20
25 Below Trenton R.R.
Bridge
- 697 -
-------
CAHDEN
GLOUCESTER
II
Towns & Cities
PENNSAUKEN
— ' -
PHILAOELPHIA
COOPER
TACANY
FRANKFORD
PENN C. R.R.
BIG TIMBER NJ
' Tributaries
PA - DEL
BEN FRANKLIN WALT WHITMAN Bridges
. -
other
PIER 12 NORTH
MAJOR DISCHARGERS
1
PHILAOELPHIA N.E.
CAMOEN PHILAOELPHIA Municipal
MAIN S.E.
NEW JERSEY TEXACO NJ
ZINC , , Industrial
1
BEN FRANKLIN BRIDGE
LEHIGH AVE. PIER KHARTUM STREET
1
25
i I
PALMYRA ALLEGHENY
AVENUE
20 19 18
II 1
1 III
25 24 23 22
8 1 9 1 10
58 56 55
i 1 i
63 61
105
i
30
BEN FRANKLIN WHARTON STREET
17 16 15
1 1 1
ill 1 1
21 20 19 18 17
1 11 1 12 1 13 1 14 1
52 51 49
I I i
59 56 55 53
100 95
35
SAMPLING POINTS
USGS
PA
D.R.B.C.
TAC's "?08"
AFO
MODEL NETWORKS
Junction DYNDELA (1-D)
Channel
RM/ER JULES
Above Delaware Bay
Helow Trenton R.R. Bridqe
- 698 -
-------
PHYSICAL REFERENCES
PHILADELPHIA
CHESTER MARCUS HOOK Towns & Cities
MARTHA
SCHUYLKILL
DARBY
RACOON
CHESTER MARCUS HOOK
NJ
Tributaries
P/\ - DEL
CHESTER
i
Bridges
PHILADELPHIA S.W. CENTRAL DELAWARE CO.
AUTHORITY
MOBIL OIL DUPONT REPAUNO
I
MAJOR DISCHARGERS
CHESTER lunicipal
MONSANTO NJ
Industrial
SCOTT PAPER B.P. SUN OIL PA - DEL
OIL
SAMPLING POINTS
1
CHESTER USGS
NAVY YARD EDDYSTONE
1 i
1 i 1
HAVY YARD PAULSBORO EDOYSTONE
14 13 12 11 10
III 1 1
i 1 1 1 II
I6A 16 15 14 13 12
f 15 1 16 1 17 1 18
48 44 43 42 38 36
_1 _ i lii i
MARCUS HOOK PA
i
D.R.R.C.
TAC's "208"
11 AFO
MODEL NETWORKS
| DECS
34 Junction DYMDEL
1
52
48
47
43
39
37
Channel
40
90
45
85
_J
50
80
55
RIVER MILES
Above Delaware Bay
Below Trenton R.R. Bridge
- 699 -
-------
PHYSICAL REFERENCES
OLDMANS
WILMINGTON
CD
DELAWARE CITY
sTI
SALEM
_J
CHRISTINA-BRANDYWINE
DELAWARE MEMORIAL BRIDGE
C &'D CANAL
1
WILMINGTON
DUPONT CARNEY DUPONT CHAMBERS
T=
ICI ATLAS
GETTY OIL
1
DELAWARE MEMORIAL BRIDGE
ALLOWAY
PEAPATCH
ISLAND
1
REEDY
POINT
1
LISTON
POINT
1
REEDY ISLAND JETTY
Towns & Cities
NJ
Tributaries
PA - DEL
Bridges
Other
MAJOR DISCHARGERS
Municipal
NJ
Industrial
PA - DEL
SAMPLING POINTS
USGS
~I
MARCUS
HOOK
9
10
1
OLDMANS
POINT
8
[_.. .- —
9
1
CHERRY
ISLAND
7
_ ..T_ , | ,
8 76
— T~
5
1 1
NEW CASTLE
1
4
f
3A
PEA
}
1
3
1 —
PATCH
ISLAND
4
I
2
I
REEDY
3
1
ISLAND
?
1
20
"1 2\ r~22 T23 I 24
I 26 ' 27 I 28 T
29
33
L
32
_l „_._
31
1 ,
25
24
23
22
i
20
i
13
l
12
i
11
i
2
i
27
26
25
24
20
10
75
70
65
60
55
60
65
70
- 700 -
75
—T
80
50
85
D.R.B.C.
TAC's "208"
AFO
MODEL NETWORKS
DECS
Junction DYNDELA (1-0)
Channel
RIVER MILES
Above Delaware Bay
Below Trenton R.R.
Bridge
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- 701 -
BIBLIOGRAPHY
1. Water Resources Engineers, Inc., "A Hater Duality "lodel of
the Sacramento - San Joaquin Delta," Report to the
'J.S. Public Health Service, Region IX, -June 1965.
2. Water Resources Engineers, Inc., "A Hydraulic Water Quality
Model of Suisun and San Pablo Bays," Report to the
FUPCA, Southeast Region, March 1966.
3. Federal Hater Pollution Control Administration, "San Joaquin
Master Drain - Effects on Water Quality of San
Francisco Say and Delta," January 1967.
4. Feigner, K. and H.S. Harris, "Documentation Report - FWQA
Dynamic Estuary Model," U.S. Department of Interior,
FWQA, July 1970.
5. Clark, L.J. and K.D. Feigner, "Mathematical Model Studies
of Water Quality in the Potomac Fstuary," Technical
Report No. 33, Annapolis Field Office, EPA Region III,
March 1972.
6. Jaworski , N.A., L.J. Clark, and K.D. Feigner, "A Water
Resource - Water Supply Study of the Potomac Estuary,"
Technical Report No. 35, Annapolis Field Office,
EPA Region III, April 1971.
7. Clark, L.J. and N.A. Jaworski, "Nutrient Transport and
Dissolved Oxygen Budget Studies in the Potomac Estuary,"
Technical Report No. 37, Annapolis Field Office,
EPA Region III, October 1972.
8. Clark, L.J., D.K. Donnelly, and 0. Villa, Jr., "Summary
Conclusions from the forthcoming Technical Report
No. 56, Nutrient Enrichment and Control Requirements
in the Upper Chesapeake Bay," Annapolis Field Office,
EPA Region III, August 1973.
9. Roesch, S.E., L.J. Clark, and M.M. Bray, "User's Manual for
the Dynamic (Potomac) Estuary Model," Technical Report
63, Annapolis Field Office, EPA Region III, January 1979.
10. Zison, S.W., et.al., "Rates Constants and Kinetics Formulations
in Surface Water Quality Modeling", Environmental Research
Lab, ORD, EPA, Athens, GA, EPA-600/3-78-105, December 1978.
11. Water Resources Engineers, Inc., "Water Quality and Ecological
Models of the San Francisco Bay Delta System", June 1974.
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TECHNICAL REPORT DATA
(Please read Instructions on the reverse before completing]
1. REPORT NO. 2.
EPA 903/9-80-001
4. TITLE AND SUBTITLE
"User's Manual for the Dynamic (Delaware) Estuary
Model "
7. AUTHOR(S)
Robert B. Ambrose, Jr., Stephen E. Roesch, and
Leo J. Clark
9. PERFORMING ORGANIZATION NAME AND ADDRESS
Annapolis Field Office
EPA, Region III
Annapolis Science Center
Annapolis, Maryland 21401
12. SPONSORING AGENCY NAME AND ADDRESS
Same as above
3. RECIPIENT'S ACCESSION NO.
5. REPORT DATE
January 1980
6. PERFORMING ORGANIZATION CODE
8. PERFORMING ORGANIZATION REPORT NO.
Technical Report 64
10. PROGRAM FLEMENT NO.
2BA644
11. CONTRACT/GRANT NO.
13. TYPE OF REPORT AND PERIOD COVERED
__TjT-hnii<;p. Ljber.hjrncal
14. SPONSORING AGENCY CODE
EPA/903/00
15. SUPPLEMENTARY NOTES
16. ABSTRACT
The Annapolis Field Office (AFO) of the Environmental Protection Agency has
been actively engaged in the mathematical modeling of the Delaware Estuary since
1Q7^ Dnrinn thp na<;t <;auaral vpar<;_ thp Dplawarp watpr nualitv mndpl ha1;
undergone considerable revision and expansion. This report is the second in a
series of reports documenting the Delaware modeling efforts at AFO. While the
model presented in this report has been adapted to the Delaware Estuary, it is
by no means unique to that body of water.
This report discusses the basic principles and theories underlying the Dynamic
Delaware Estuary Model. A description of the water quality interactions modeled in
the Delaware are also presented. Being a User's Manual, this report also contains
listings of the hydraulic and water quality models, a detailed description of each
program and its logical structure, variable definitions, data deck sequences *"A
sample input/output.
and
KEY WORDS AND DOCUMENT ANALYSIS
DESCRIPTORS
Estuaries
Algae
Simulation
D.O. Budget
Mathematical models
User's Manual
18. DISTRIBUTION STATEMENT
Release to Public
.IDENTIFIERS/OPEN ENDED TERMS
Delaware Estuary
Estuarine Modeling
Water Quality Simulatior
Non-linear Mathematical
Model
19. SECURITY CLASS (ThisReport)
Unclassified
20. SECURITY CLASS (This page)
Unclassified
21. NO. OF PAGES
706
22. PRICE
EPA Form 2220-1 (9-73)
- 702 -
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