WATER POLLUTION CONTROL RESEARCH SERIES
11024EJC 10/70
Selected
Urban Storm Water Runoff
Abstracts
First Quarterly Issue
ENVIRONMENTAL PROTECTION AGENCY • WATER QUALITY OFFICE
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WATER POLLUTION CONTROL RESEARCH SERIES
The Water Pollution Control Research Reports describe the results and progress
in the control and abatement of pollution of our Nation's waters. They provide
a central source of information on the research, development and demonstration
activities of the Water Quality Office of the Environmental Protection Agency,
through in-house research and grants and contracts with the Federal, State,
and local agencies, research institutions, and industrial organizations.
Triplicate tear-out abstract cards are placed inside the back cover to facili-
tate information retrieval. Space is provided on the card for the user's
accession number and for additional key words. The abstracts utilize the
WRSIC system.
Inquiries pertaining to Water Pollution Control Research Reports should be
directed to the Head, Project Reports System, Planning and Resources Office,
Research and Development, Water Quality Office, Environmental Protection
Agency, Washington, D.C. 20242.
Previously issued reports on the Storm and Combined Sewer Pollution Control
Storm Water Pollution from Urban Land Activity
Combined Sewer Regulator Overflow Facilities
Selected Urban Storm Water Abstracts, July 1968 -
June 1970
Combined Sewer Overflow Seminar Papers
Combined Sewer Regulation and Management - A Manual
of Practice
Retention Basin Control of Combined Sewer Overflows
Conceptual Engineering Report - Kingman Lake Project
Combined Sewer Overflow Abatement Alternatives -
Washington, D.C.
Chemical Treatment of Combined Sewer Overflows
In-Sewer Fixed Screening of Combined Sewer Overflows
Urban Storm Runoff and Combined Sewer Overflow Pollution
Program:
11034
11022
11024
FKL
DMU
EJC
07/70
07/70
07/70
11020
11022
DMU
08/70
08/70
11023
11023
11024
FIX
EXF
08/70
08/70
08/70
11023
11024
11023
FDD
FKJ
09/70
10/70
12/70
Continued on inside back cover....
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SELECTED URBAN STORM WATER
RUNOFF ABSTRACTS
First Quarterly Issue
by
Science Information Services Department
The Franklin Institute Research Laboratories
Prepared for
ENVIRONMENTAL PROTECTION AGENCY
WATER QUALITY OFFICE
Contract No. 14-12-904
Program Number 11024E0C
October 1970
For sale by the Superintendent o! Documents, U.S. Government Printing Office, Washington, D.C., 20402 - Price SO cents
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EPA/WQO Review Notice
This report has been reviewed by the Water Quality Office and approved
for publication. Approval does not signify that the contents necessarily
reflect the views and policies of the Water Quality Office, nor does
mention of trade names or commercial products constitute endorsement or
recommendation for use.
ii
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ABSTRACT
The first quarterly supplement to SELECTED URBAN STORM WATER RUNOFF
ABSTRACTS is a compilation of abstracts summarizing articles from a
variety of technical literature concerning the problem of urban
drainage published from July 1970 through September 1970. The 36
abstracts covering a range of eight sections are arranged alphabeti-
cally by author and numerically by abstract number within each
category. Each item includes a bibliographic citation, an abstract,
and a set of indexing descriptors and identifiers. A cumulative
subject index at the end of the volume provides the necessary access
to individual concepts. An author index and a journal list are also
included.
This work was submitted in fulfillment of Contract 14-12-904 between
the Federal Water Quality Administration and the Franklin Institute
Research Laboratories.
Key Words: Storm runoff, drainage, sewers, water pollution control.
iii
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FOREWORD
The first quarterly supplement to SELECTED URBAN STORM WATER RUNOFF
ABSTRACTS is a compilation of abstracts summarizing articles from a
variety of technical publications covering subjects pertinent to the
problem of urban drainage. There was no reported material solely
related to the following sections: sewer hydraulics, combined sewers,
or storm water - quality, quantity, and pollution.
The present work includes 36 abstracts of documents published for the
most part from July 1970 through September 1970. For convenience, the
abstracts are classed in eight categories and arranged alphabetically
by author and numerically by abstract number within each category.
Since most of the papers fit into more than one category, a cumulative
subject index at the end of the volume provides the necessary access to
individual concepts and should be utilized for locating all abstracts
in which this concept is significant. The numbers following an index
term are the numbers for the abstracts in which this term is found.
Each item includes a bibliographic citation, an abstract, and a set
of indexing descriptors (subject terms listed in the WATER RESOURCES
THESAURUS, November 1966 edition) and identifiers (newly suggested
index terms). The most important index terms are marked by an asterisk.
An author index and journal list are included for the reader's benefit.
Copies of the articles abstracted in most cases can be obtained from
research libraries covering water pollution or public health engineering
literature.
Suggestions concerning the improvement of content and format, or
expansion of subject coverage in future supplements will be gratefully
received.
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TABLE OF CONTENTS
Section Title Page
ABSTRACT iii
FOREWORD v
SUBJECT FIELDS AND GROUPS
1. Construction: Equipment and Materials;
and Instrumentation 1
2. Overflows and Regulation Devices 5
3. Sewer Hydraulics 7
4. Sewer Systems 9
a. Combined
b. Sanitary
c. Storm
5. Storm Water - Quality, Quantity, and Pollution ... 13
a. Caused from combined overflows
b. Caused from storm runoff
6. Surveys, Policies, and Reports 15
7. Legislation and Standards 19
8. Treatment Methods and Water Reuse 21
9. Hydrology 23
10. Tunnels: Technology and Equipment 27
SUBJECT INDEX 29
AUTHOR INDEX 35
JOURNAL LIST 37
vii
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SECTION 1.
Construction: Equipment and Materials;
and Instrumentation
001
NEW EQUIPMENT—PRIMARY WATER TREATMENT AIDED BY COMPACT SEPARATOR,
Chemical Eng, Vol 77, No 15, pp 48 and 50, Jul 13, 1970. 1 diag.
Descriptors: *Pollution abatement, *Sewage treatment, ^Equipment.
Identifiers: *Wastewater Concentrator, ^Screen separator.
The Wastewater Concentrator takes up little space but has the capacity
to screen sudden overloads of raw sewage (2,000-3,000 gpm) during
rainfall. It provides standby primary treatment by screening influent
and then collecting it in an annular chamber and directing it to a
discharge box at the bottom of the unit. Materials not passed discharge
through a 10-inch pipe. The workings, operating cycle, and advantages
of the unit are described.
002
GRID FOR RETAINING LARGE COMPONENTS OF SEWAGE IN SEWAGE PUMPING EQUIP-
MENT,
Neth Patents +NL 6817241.
Descriptors: *Patents, *Sewage.
Identifiers: *Pumping equipment, *Retaining grid.
The grid is designed for insertion in a pipeline and for cleaning by
backwashing. It is fabricated from a series of initially parallel
plates bonded to the pipe wall at the edges. The dimensions are such
that their axial length is at least 8 times the interplate spacing.
003
CATCHBASINS CLEANED FOR $3.00,
Public Works, Vol 101, No 8, p 81, Aug 1970. 2 fig.
Descriptors: *Cleaning, *Maintenance, Cost comparisons.
Identifiers: *Suction machine, *Teaneck, New Jersey.
Teaneck, New Jersey's switch from bucket cleaning of catchbasins to
1
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suction cleaning with a Good Roads Scavenger has reduced costs of the
twice-a-year job by 80%. The rate of catchbasin cleaning has also
increased considerably. The suction machine is also used to clean out
manholes, to clean streets, and to pick up and dispose of leaves on
streets and park grounds during autumn.
004
WASHED OUT ROAD REOPENED QUICKLY,
Public Works, Vol 101, No 8, p 84, Aug 1970. 3 fig.
Descriptors: Construction, *Steel pipes, installation, Construction
materials.
This article describes how a concrete slab deck culvert, destroyed by
a flash flood, was replaced in only eleven working days with two 90-inch
corrugated galvanized steel pipes. The contractor laid the pipe employ-
ing all standard practices except for the special borrow gravel used for
the entire fill. It is normally used only halfway up the pipe.
005
GUNITE GIVES NEW LIFE ... to an old, falling brick sewer system,
William M. Englerth
Am City, Vol 85, No 7, pp 101-102, Jul 1970.
Descriptors: *Sewers, Construction, *Gunite, Repairing, Costs.
Identifiers: Chattanooga, Tennessee, Sewer lining, Capacity.
A visual inspection of the brick sewer system in Chattanooga, Tennessee
resulted in its rehabilitation with pneumatically applied reinforced
concrete lining, known as gunite. This repair method reduces the
carrying capacity; however, the newly lined surface reduces many
existing friction losses in the deteriorating conduit, and capacity
in the repaired sewer is increased from the higher flow velocities. A
total of $633,113.70 was needed to repair the main brick sewers in the
downtown area of Chattanooga.
006
"BEEHIVES" PROTECT SNOW-REMOVAL SALT AND PREVENT WATER POLLUTION,
John R. Fitzpatrick
Am City, Vol 85, No 9, pp 81-83, Sep 1970.
Descriptors: Control structures, *Structures, Construction, *Struc-
tural design, Water pollution sources.
Identifiers: Canada.
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Salt-sand piles, used as storage for a road clearing mixture during
winter months in Ontario and subject to leaching by rain, will be
covered so as to lessen this potential source of contamination. This
article discusses the construction materials, the design dimensions,
and the methods of erection for the 20 sided, cone-shaped storage
structure.
3
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SECTION 2.
Overflows and Regulation Devices
007
TECHNOLOGY: TEST COMBINED SEWER TREATMENT,
Modern Power Eng, Vol 64, No 8, p 33, Aug 19 70.
Descriptors: *Sewers, *Sewage treatment, ^Treatment facilities, Overflow.
Identifiers: *Combined sewers, *Storm sewers, *Storm overflows, Racine,
Wisconsin.
Racine, Wisconsin is the test area for a system of satellite sewage
treatment plants designed to eliminate the need for separating storm and
sanitary sewers. The process involves five satellite plants which will
treat the discharge from the combined sewer overflow during periods of
heavy runoff. A screen/dissolved air flotation unit will remove inorganic
pollutants and suspended solids from the combined sewer overflow.
008
COMPUTER CONTROL OF COMBINED SEWERS,
James J. Anderson
Saint Paul, Minneapolis; Watermation, Inc, Oct 1969. 19 p, 26 fig,
8 tab, 22 ref.
Descriptors: *Automatic control, *Computers, *Regulated flow, *Control
systems, *Pollution abatement, *Surface runoff, *Flow control, Sewers.
Identifiers: *Combined sewers, ^Minneapolis - Saint Paul Sanitary
District, *Urban runoff.
This paper describes a unique application of digital computers for
maximizing the capture of urban runoff in the combined sewer system of
the Minneapolis - St. Paul Sanitary District. The real-time dynamic
computer control of system overflow-regulators proved effective in
helping to increase flows in interceptor sewers, thus reducing the
frequency of overflows of raw sewage to the Mississippi River. Major
overflow regulators were modified by replacing floats on the gates with
hydraulic cylinders. Inflatable dams were installed in trunk sewer
outlets. Level-sensing bubbler tubes with transducers and gate position
slidewires were installed to provide sewer level and regulator status
information. Control and telemetry equipment were installed in under-
ground vaults. The data acquisition and control system provides both
manual-remote and automatic control of the system by central computer
using leased telephone wires. The author describes the river monitoring
and wastewater sampling methods employed, the rain gage installations,
mathematical modeling, and operating methods. He concludes that the
feasibility of controlling and operating a large combined sewer system,
5
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using centralized computer control, has been demonstrated and that this
data acquisition system will facilitate future testing of improvements in
water resource management.
6
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SECTION 3.
Sewer Hydraulics
THERE ARE NO ABSTRACTS FOR THIS SECTION OF THE FIRST QUARTERLY
ISSUE DUE TO A LACK OF INFORMATION PERTINENT TO THIS CATEGORY.
7
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SECTION 4.
Sewer Systems
4a. Combined
THERE ARE NO ABSTRACTS FOR THIS SUB-SECTION OF THE FIRST
QUARTERLY ISSUE DUE TO A LACK OF INFORMATION PERTINENT TO
THIS CATEGORY.
4b. Sanitary
009
RENEWAL IS VALID TERM IN BOSTON,
Public Works, Vol 101, No 7, pp 70-71, Jul 1970.
Descriptors: *Separation techniques, *Sewerage, *Storm drains, Construc-
tion materials, Urban renewal.
Identifiers: *Boston, Massachusetts, *Sanitary sewers.
As part of the Bay Village urban renewal project in Boston, the old
sanitary and storm drain system was replaced with separate systems.
Asbestos-cement pipes were used for the first time in Boston for the
sanitary sewer. Reinforced concrete was used for the new storm drain,
which parallels the sanitary sewer. Other public improvements in this
area include resurfacing of streets, renewal of underground facilities,
and installation of brick sidewalks and gas lamps.
010
SEWERAGE PRACTICES IN THE GULF COAST AREA,
John K. Mayer, Frank W. MacDonald, and Stephen E. Steimle
Public Works, Vol 101, No 8, pp 71-72, Aug 1970.
Descriptors: *Sewers, *Surveys, *City planning, Construction materials,
Pipelines, Infiltration, Water table, Average flow.
Identifiers: *Sanitary sewers, *Gulf Coast, Treatment methods.
For the purpose of obtaining background information on sanitary sewers
in the Gulf Coast areas, 71 municipalities and sewer districts spanning
the coast from Texas through Florida were canvassed by questionnaire
during the latter part of 1967 and the early part of 1968. The article
9
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describes the following results obtained from the survey: 1) type of
sewers, 2) length of sewers, 3) pipe construction materials, 4) type
of bedding used, 5) infiltration experience, 6) soil description and
depth of water table, and 7) average flow and treatment used.
Oil
INFILTRATION IN SEPARATE SANITARY SEWERS; Determination, Economic Cost,
and Correction Methods,
W. G. Riddle
J Water Pollution Control Fed, Vol 43, No 9, pp 1676-1683, Sep 1970.
4 fig.
Descriptors: *Pollution abatement, *Surveys, *Storm runoff, *Infiltration.
Identifiers: *Sanitary sewers, *Infiltration remedies.
The author has investigated the matter of eliminating both infiltration
and stormwater which are serious pollution and economic problems
afflicting most sanitary sewer systems. He contends that the elimination
of stormwater from separate sanitary sewage systems is relatively easy,
inexpensive, straightforward, and requires mainly education and effort.
At the same time, reduction of infiltration is found to be more difficult
and expensive. Several developments for reducing leakage that are less
expensive than reconstruction include: two leak reduction methods,
localized pressure grouting, and recent developments in testing and
detector devices (for example low pressure air testing, and a 35-mm
color camera).
4c. Storm
012
STORM SEWER ASSESSMENTS,
Richard R. Dague
Public Works, Vol 101, No 8, pp 62-66, 118, Aug 1970. 2 fig, 2 ref.
Descriptors: *Cost-benefit analysis, *Assessments, Runoff coefficient,
Rainfall intensity, Drainage districts, Costs.
Identifiers: *Des Moines, Iowa, *Storm sewers.
The author presents a method of storm sewer assessment which was
applied to a project in Des Moines, Iowa. Four benefit factors
considered in apportioning property costs can be utilized in storm
sewer assessment if the relative weight of each factor is determined by
the relative benefit to be accrued. Other factors to be considered
reflecting costs and therefore benefit are: (1) the area drained,
(2) the runoff coefficient, (3) the rainfall intensity, (4) the distance
to the outlet, (5) the unit pipe cost, and (6) the slope of the sewer.
10
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Each of these factors are discussed in relation to a sub-area. Once the
dollar benefit to each sub-area is determined, the benefit to individual
properties within sub-areas must be ascertained. Also, in arriving at
storm sewer assessment, the benefit accruing to public property must be
considered. Means for evaluating all of these factors are thoroughly
described. The Des Moines procedure outlined in this article does not
necessarily have application to all storm sewer special assessment
problems. The test of the method will come through its application to
a variety of storm sewer assessment problems along with success in the
courts.
013
STORM SEWER DESIGN,
F. D. Rickman
Paper presented at the National Conference Committee on Electronics,
American Association of State Highway Officials, Austin, Texas, May
7-8, 1968. 23 p.
Descriptors: *Computers, *Computer programs, *Design, *Design criteria,
Sewers.
Identifiers: *Storm sewers, *Storm sewer design.
The Fortran program was developed to design storm sewers from the basic
data of rainfall, drainage areas, and pipe slopes and lengths. Storm
sewer design lends itself to a computer operation because of the
repetitive calculations involved in designing a complicated system
of interconnected pipes. A program has been written in Fortran II for
the IBM 1620 computer; a program for output listing was written for
the IBM 1401 computer to give a better presentation to the designer and
engineer. The storm sewer program is now being converted from Fortran
II to Fortran IV.
014
RATIONAL "RATIONAL" METHOD OF STORM DRAINAGE DESIGN,
Richard A. Rogers (discussion)
J Irrigation Drainage Div, Am Soc Civil Engrs, Vol 96, No IR3,
pp 342-343, Sep 1970.
Original Paper: RATIONAL "RATIONAL" METHOD OF STORM DRAINAGE DESIGN,
Richard A. Rogers
J Irrigation Drainage Div, Am Soc Civil Engrs,
Vol 94, No IR4, pp 465-480, Dec. 1968.
Descriptors: *Storm drains, *Flow rates, Computer programs, Methodology,
Drainage systems, Design.
The writer has thus far been unable to comprehend, for the extreme
case of a submerged storm system and assumed incompressible water, how
11
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the rate of flow out of the system at the outfall can differ from the
rate of inflow at the inlets at any time. A lag time has been introduced
into the computer program to allow for utilization of storage available
within the system. The writer agrees with the thought that the design
flows at individual points may be found from intensities occurring when
peak flows reach the points, but he disagrees with the thought that
the design for flows between the points can be made for the same
hydraulic grade at different times.
12
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SECTION 5.
Storm water - Quality, Quantity, and Pollution
5a. Caused from combined overflows
5b. Caused from storm runoff
THERE ARE NO ABSTRACTS FOR THIS SECTION OF THE FIRST QUARTERLY
ISSUE DUE TO A LACK OF INFORMATION PERTINENT TO THIS CATEGORY.
13
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SECTION 6.
Surveys, Policies, and Reports
015
A REVIEW OF THE 1969 LITERATURE ON WASTEWATER AND WATER POLLUTION
CONTROL: WASTEWATER AND STORM FLOW TREATMENT,
Research Committee
J Water Pollution Control Fed, Vol 42, No 6, pp 963-969, Jul 1970.
42 ref.
Descriptors: *Equipment, *Construction materials, *Treatment facilities,
Overflow, Construction, Sewers, Technical feasibility, Sewerage, Storm
runoff, Separation techniques, Water pollution.
Identifiers: *Treatment methods, Combined sewers.
This section of the review of 1969 literature discusses the construction
of new sewerage systems and improvements made in existing systems in
large and small cities. New construction methods, materials, and
safety programs, are described along with new sewer maintenance and
repair programs and methods, and new techniques and equipment for
handling combined sewer overflows including rubber storage tanks,
stabilization basins, regulators, treatment facilities, hydraulic
additives, pressurized sewers, and the removal of downspout connections.
The feasibility of sewer separation, pollution parameters from surface
runoff, sewer project planning, and changes in sewer systems are other
topics included in the literature review on wastewater and storm flow.
016
$37 BILLION: NEW PRICE TAG FOR CITIES' WATER POLLUTION CONTROL COSTS,
Nation's Cities, Vol 8, No 8, pp 8-9, Aug 1970.
Descriptors: *Estimated costs, *Cost allocation, *Cost analysis, *Cost
comparisons, *Cost sharing, *Costs, *Cost trends, *Cities, *City plan-
ning, *Sewers, *Water resources development, legislation, Treatment
facilities, Storm runoff, Overflow, Separation techniques.
Identifiers: *Storm sewers.
The National League of Cities (NLC) and the United States Conference of
Mayors (USCM) estimated between $33 billion and $37 billion will be
needed to combat water pollution between 1970 and 1976, as reported by
Senator Muskie, in comparison with FWQA reports of $10 billion over the
five year span, 1970-1974. The NLC-USCM survey asked for specific cost
data categorized in the following manner: 1) needs for primary and
secondary treatment facilities; 2) needs for tertiary treatment facili-
ties; and, 3) needs for interceptor and storm sewers, including projected
costs of separating storm and sanitary sewers, and/or storing storm water
15
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overflows. The survey covered 1,008 communities with a combined popu-
lation of approximately 89.4 million. Based on the projection from this
survey, the NLC and USCM estimated the total national needs for state and
local water pollution control facilities for the next six years which
includes a five percent inflation factor. Discussion on past, present,
and future legislative action is included, and a cost chart based on
survey results is given.
017
STORM DRAINAGE FACILITIES, UNION COUNTY, NEW JERSEY,
Union County Planning Board, N. J.
May 19 70 . 9 7 p.
Descriptors: *Floods, *New Jersey, Drainage, Storms, Design, Storage.
Identifiers: *Union County, New Jersey, *Storm sewers.
The report presents an inventory and analysis of the storm drainage
facilities of Union County, New Jersey. Points of analysis were
generally selected where streams cross major County throughfares. The
tributary area to each of these points was determined. Estimates of
minimum design flows were prepared. These suggested minimum design
flows were then used to determine the adequacy of the existing drainage
facility at the point of analysis.
018
RECOMMENDED REGIONAL PLAN FOR SEWERAGE, WATER SUPPLY AND STORM DRAINAGE,
Valley Regional Planning Agency, Ansonia, Conn.
Feb 1970. 92 p.
Descriptors: *Urban planning, ^Connecticut, Drainage, Floods, Control.
Identifiers: *Storm sewers, Water resources.
The report presents the recommended regional plan and program for
sewerage, water supply, and storm drainage for the 58 square mile
Valley Planning Region, comprising Ansonia, Derby, Seymour, and
Shelton, Connecticut.
019
STORM DRAINAGE: INVENTORY AND ANALYSIS OF MAJOR EXISTING AND PLANNED
FACILITIES; VOLUME V,
Valley Regional Planning Agency, Ansonia, Conn.
Feb 1970. 38 p.
Descriptors: *Urban planning, *Connecticut, *Sewers, Drainage, Floods,
Sewage, Storm drains.
16
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The fifth of a five-volume report that is being utilized as part of the
basis for an areawide water/sewer plan and program for the Valley Region
is detailed herein. This volume includes an inventory and evaluation of
the major existing and planned facilities. The inventory includes a
delineation of present areas served by storm sewers and areas requiring
flood protection.
020
WATER SUPPLY AND SEWAGE DISPOSAL,
Rensselaer County Dept of Planning and Promotion, Troy, New York
1968. 128 p.
Descriptors: *Water supply, *Sewage disposal, Costs, Analysis, Drainage,
Storms, Sewers.
Identifiers: *Rensselaer County, New York.
These facilities have been separately examined but are included in a
single report. The section of water supply consists of a basic inventory
of the existing water systems, their capacity, the number of people
served, and the per capita consumption. Also presented is a cost analysis
for each community serviced. The section on sewers and stormwater facili-
ties, and explanations of the districts proposed by the County, one of the
towns, and by three of the villages. Appropriate maps and cost estimates
for the new districts are also included.
021
POLLUTION STINK FOULS CITY HALL,
K. W. Bennett
Iron Age, Vol 206, No 7, pp 73-75, Aug 13, 1970.
Descriptors: legislation, *Water pollution control, *Water quality
control, *Industries, *Cities.
Identifiers: *Law enforcement, *Viewpoint.
Although legislation has been passed concerning water pollution control
in relation to industries and municipalities, enforcement of these laws
has been directed more towards industrial control. However, the number
of states taking action against cities which are pollution violators is
on the rise. The author views the economic plight which the city faces
and gives some examples of pollution abatement programs and treatment
facilities under construction in cities across the United States.
022
EFFECT OF SEASONAL EFFLUENT CHLORINATION ON COLIFORMS IN JAMAICA BAY,
R. T. Dewling, I. Seidenberg, and J. Kingery
J Water Pollution Control Fed, Vol 42, No 7, pp 1351-1361, Jul 1970.
17
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Descriptors: *Investigations, *Chlorination, *Effluents, *Water
pollution sources, *Water quality, *Data collections, *Coliforms,
Analytical techniques, Overflow, Discharge measurement.
Identifiers: *Jamaica Bay, New York, Storm overflows, Combined sewers.
This article is a report on a study conducted to demonstrate that
chlorination of wastewater treatment plant effluents would significantly
improve the bacteriological quality of Jamaica Bay. A description of
the investigation procedure, the Bay area, and its water uses and
pollutants is given; water quality data collection analysis is detailed.
The average daily discharge from storm and combined sewer overflows
was calculated at about 34 million gallons based on a storm occurring at
a frequency of about once every three days.
18
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SECTION 7.
Legislation and Standards
023
CLEVELAND FACES POLLUTION SUIT,
Chemical Week, Vol 107, No 9, p 18, Aug 26, 1970.
Descriptors: *Legal aspects, *Water pollution sources, *Water pollution
control, Lake Erie, Treatment facilities, City planning, Contracts,
Sewers.
Identifiers: *Cleveland, Ohio.
The Ohio Water Pollution Control Board has directed Attorney General
Paul Brown to file suit against Cleveland for failure in meeting a
June 15, 19 70 deadline to install temporary chlorination facilities in
its sewage treatment plants which pollute Lake Erie. The city also
failed to meet a July 1st deadline to contract for sanitary interceptor
sewer plans in various parts of the city.
024
SEWER AND ENVIRONMENTAL ASPECTS OF WATER QUALITY STANDARDS,
Munehito Kuribayashi
Kogai to Taisaku, Vol 6, No 8, pp 631-634, Aug 15, 1970.
Descriptors: *Sewers, *Design, *Treatment facilities, *Waste treatment,
Water quality, Standards, Drainage, Sewerage.
Identifiers: Japan.
Improvements of existing drainage systems and extensive development of
drainage works are required on the present sewer systems in order to
comply with new water quality standards. Large-scale sewerage works,
planned on a basin area unit system, have more advantages because of
the mixture of treated wastes produced. Advanced system engineering
dealing with dynamic programming and multi-level-techniques will be
employed in this sewer scheme which eventually may decide general
water quality.
025
THE DESIGNATION OF THE AREA AND THE WATER QUALITY STANDARD OF THE RIVER
KANO,
Yoji Ogawa
Kogai to Taisaku, Vol 6, No 7, pp 541-549, Jul 15, 1970.
19
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Descriptors: *Water pollution sources, *Water quality control, ^Standards,
*Water pollution control, Urbanization.
Identifiers: *Japan, *Kano River Basin.
The Kano River Basin supports fresh water fish and the water is used for
irrigation purposes. Industrial development and urban growth in the
vicinity of the river basin have contributed to the water pollution prob-
lem. The Economic Planning Agency which investigated the quality of the
basin water in the years 1966 and 1967 designated the water area and the
water quality standard so as to maintain water quality control. By the
year 1975, the pollution degree is estimated to decrease approximately
60% with water pollution control based on the new standard.
20
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SECTION 8.
Treatment Methods and Reuse
026
PUMP INSTALLATION FOR SEWAGE,
Neth Patents +NL 6817242.
Descriptors: *Patents, *Sewerage, *Pumping plants, Overflow, Pipelines.
This installation is especially good for pumping sewage containing larger
sized pieces without separation or processing. The collector feed pipe is
connected in normal circumstances to the collecting reservoir by a feed
pipe and a pump with its associated suction and delivery pipes. In
exceptional conditions the system is connected via an overflow situated as
close as possible above the feed pipe to the sewage pit and consists of
an overflow pipe, horizontally below which is fixed a grid, and separated
from the incoming liquid flow by a vertical baffle wall which lies along
the diameter of the pit and above the feed pipe.
027
A PHYSICAL - CHEMICAL SYSTEM FOR TREATMENT OF COMBINED STORM SEWAGE,
Committee on Sewerage and Sewage Treatment, Ralph Stone (Chairman)
J Sanit Eng Div, Am Soc Civil Engrs, Vol 96, No SA4, Proc Paper 7477,
pp 993-994, Aug 1970. Included in the article: "Sewerage and Sewage
Treatment: State-of-the-Art Abstracts".
Descriptors: *Water pollution control, *Sewage treatment, *Activated
carbon, *Pilot plants, Laboratory tests.
Identifiers: *Storm sewage.
This is a report on ongoing research, conducted by A. J. Shuckrow,
G. W. Dawson, and A. T. Brix, covering enumeration and evaluation of
the factors which should affect decisions as to the degree of water
pollution control required in each specific situation. Powdered
activated carbon may be utilized in a physical-chemical process for the
treatment of combined storm sewage. The program involves laboratory
development of the process, design and construction of a 100,000 gpd
mobile pilot plant, and demonstration of the process. The process
involves contacting the wastewater with powdered activated carbon and
subsequent coagulation with alum and a polyelectrolyte followed by
high-rate tube settling. The process appears to meed the following
desirable characteristics for treatment of combined storm sewage: short
detention time, intermittent use with capability to tolerate widely
fluctuating flows and wastewater composition, small space requirements,
high quality effluent, and economical operation. Based on the labora-
tory findings, the mobile pilot plant is being designed to fit into a
21
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standard forty-foot trailer van with the exception of the carbon regen-
eration facility, which will be skid mounted. The system is designed
for maximum operational flexibility and includes turbidity, pH, and flow
measuring instruments in addition to the continuous organic carbon
analyzer.
028
FIRESTONE INSTALLS POLLUTION CONTROL,
Oil Gas J, Vol 68, No 35, P 79, Aug 31, 1970.
Descriptors: *Water pollution control, *Treatment facilities, Control
systems, Concrete construction, Separation techniques.
Identifiers: industrial treatment, *Storm water treatment.
A water pollution control system, which separates storm and industrial
effluent and treats plant wastewater before release into the bayou,
is being installed. This $8.8 million operation provides the Firestone
plant with a separate industrial effluent collecting system and a sepa-
rate storm water collecting system, thus the possibility of flushing the
two systems together during a heavy rainfall is eliminated.
029
OZONATION, NEXT STEP TO WATER PURIFICATION,
Rene J. Bender
Power, Vol 114, No 8, pp 58-60, Aug 1970. 4 fig.
Descriptors: *0zone, *Water purification, *Waste water treatment,
Oxidation, Chlorination, Storm runoff.
Identifiers: *0verflow purification, Philadelphia.
Ozonation is an outstanding method for purifying water, because ozone
is a superior oxidizing agent and oxidation helps clean water thoroughly.
Workings of the two types of ozonators are diagrammed and described.
Ozonation is not yet used in the U.S. to purify municipal drinking water
because most state laws demand that chlorination be used. Ozonation
does not replace chlorination, but it incorporates chlorine into its
process in two forms. Ozonation kills bacteria and viruses faster than
does chlorination; in addition, ozone does not affect water taste, and
it eliminates the slight chlorine taste introduced during primary treat-
ment. Ozonation costs about twice as much as chlorination, but both
are very inexpensive. A U.S. trend is now towards ozonation of waste-
water, and one pilot plant in Philadelphia is designed to purify combined
sewer and stormwater discharge when flash floods cause untreated water
and sanitary sewage to overflow into rivers. Additional uses of ozone
in connection with wastewater are mentioned.
22
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SECTION 9.
Hydrology
030
REAL-TIME COMPUTER CONTROL OF URBAN RUNOFF,
George Fleming and Robert L. McFall (discussion)
J Hydraulics Div, Am Soc Civil Engrs, Vol 96, No HY9, pp 1908-1909,
Sep 1970.
Original Paper: REAL-TIME COMPUTER CONTROL OF URBAN RUNOFF,
James J. Anderson
J Hydraulics Div, Am Soc Civil Engrs, Vol 96,
No HY1, pp 153-164, Jan 1970.
Descriptors: *Runoff, *Hydraulics, *Mathematical models, *Digital
computers, Water management (applied).
Fleming: A method to calculate continuous runoff volumes preferred
by the writer is to employ simulation techniques using the Hydrocomp
Simulation Program which simulates the complete land phase of the
hydrological cycle, and uses kinematic wave assumptions for flow in
circular conduits. For purposes of the mathematical model a large
scale computer could be assessed using the PDP-9 for data acquisition
and control of automatic gates.
McFall: The writer would like to see a breakdown of costs into the
categories of 1) capital outlay, 2) equipment operating, and 3) personnel
cost.
031
URBAN RUNOFF BY ROAD RESEARCH LABORATORY METHOD,
D. Earl Jones (discussion)
J Hydraulics Div, Am Soc Civil Engrs, Vol 96, No HY9, pp 1879-1880,
Sep 1970.
Original Paper: URBAN RUNOFF BY ROAD RESEARCH LABORATORY METHOD,
Michael L. Terstriep and John B. Stall
J Hydraulics Div, Am Soc Civil Engrs, Vol 95,
No HY6, pp 1809-1834, Nov. 1969.
Descriptors: *Runoff forecasting, *Hydrographs, Methodology.
Identifiers: *RRL method.
The writer states that the Road Research Laboratory method provides a
basis for evaluation of potential drainage area responses without prior
extensive collection of local urban streamflow records furnishing a
simple rationale for estimating flow hydrographs. The RRL model seems
advantageous from the standpoints of simplicity, ease of application,
23
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minimal data input requirements, and reasonable reliability of results
in the common application range.
032
SURFACE RUNOFF FROM GRADED LANDS OF LOW SLOPES,
J. M. Laflen and I. L. Saveson
Trans Am Soc Agricultural Engrs, Vol 13, No 3, pp 340-341, 1970. 4 fig,
2 ref.
Descriptors: *Mathematical studies, *Data collections, *Surface runoff,
Estimating equations, Storms, Louisiana.
Identifiers: *Data analysis.
This paper reports on analysis of surface runoff data collected during
1962, 1963, and 1964 near Baton Rouge, La. The object of the data
analysis was to develop reliable prediction equations for estimating
peak rate and total amount of surface runoff from any storm. The
hypothesis tested was that peak rate and total amount of surface runoff
could be expressed as functions of precipitation, row slope, row length,
and antecedent soil moisture. Some conclusions drawn from the experiment
include: 1) the effect of antecedent soil moisture is independent of
precipitation, if the peak rate of runoff is the dependent variable;
2) the effect of slope and length of surface runoff is not independent
of precipitation; 3) a single, precipitation - intensity measure is
sufficient for expressing the effect of precipitation on peak rate of
surface runoff.
033
SIMPLIFICATION OF INTEGRATED STORMWATER PLANNING FOR MODERN MULTIPLE LAND
USE IN URBAN AND SUBURBAN DEVELOPMENTS,
Pennsylvania State University, University Park, Inst for Research on
Land and Water Resources
Brian M. Reich
Mar 1970. 62 p. W70-07981, OWRR-B-OlO-PA(l), Contract DI-14-01-0001-1046.
Descriptors: *Hydrology, *Storms, Design, Drainage, Storage, Hydrographs,
Watersheds.
Four synthetic hydrograph methods were applied on five watersheds in
hopes of simplifying planning decisions for reserved space in valley
bottoms of suburbia headwaters. Both hydrograph and routing procedures
were programmed for digital computer evaluation for the more than 300
cases considered. General conclusions include the following: 1) no
simple rules can be given on width of floodways to planners; 2) computer
methods greatly facilitate routing and synthetic hydrograph computations;
3) a great need exists for data-based methods for predicting suburban
design hydrographs in ungaged situations; and 4) a new course was de-
veloped on urban hydrology based on the studies results.
24
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034
DATA ERROR EFFECTS IN UNIT HYDROGRAPH DERIVATION,
Krishan P. Singh (discussion)
J Hydraulics Div, Am Soc Civil Engrs, Vol 96, No HY7, pp 1633-1636,
Jul 1970. 1 tab, 2 ref.
Original Paper: DATA ERRORS EFFECTS IN UNIT HYDROGRAPH DERIVATION,
Eric M. Laurenson and Terence O'Donnell
J Hydraulics Div, Am Soc Civil Engrs,
Vol 95, No HY6, pp 1899-1917, Nov 1969.
Descriptors: *Unit hydrographs, ^Methodology.
Identifiers: *Error analysis, *Data analysis.
The author comments upon the analysis of the errors of the first three
of the four methods of unit hydrograph derivation studied in the origi-
nal paper: (1) Laguerre Functions Method (LFM); (2) Harmonic Series
Method (HSM); (3) Least Square Method (LSM); and (4) Gamma Distribution
Method (GDM); when the basic data (the hyetograph and hydrograph) were
in error. The mean errors, as a percentage, for the four methods of
derivation using error-free data are presented in a table. Errors due
to functional structure and flexibility of the methods are demonstrated.
Further investigation is suggested concerning the fact that the derived
unit hydrographs will differ more from the true ones for smaller
durations of rainfall excess and errors in data.
035
URBAN RUNOFF BY ROAD RESEARCH LABORATORY METHOD,
Leonard H. Watkins, Franklin F. Snyder, Harvey W. Duff, and George
C. C. Hsieh (discussion)
J Hydraulics Div, Am Soc Civil Engrs, Vol 96, No HY7, pp 1625-1631,
Jul 19 70. 2 tab, 4 ref.
Original Paper: URBAN RUNOFF BY ROAD RESEARCH LABORATORY METHOD,
Michael L. Terstriep and John B. Stall
J Hydraulics Div, Am Soc Civil Engrs, Vol 95,
No HY6, pp 1809-1834, Nov 1969.
Descriptors: *Hydrographs, *Runoff coefficient, *Evaluation, Runoff,
Rational formula, Storm runoff.
Identifiers: *RRL method, *Urban runoff.
The authors separately discuss aspects of the article included in a
previous issue on an application of the Road Research Laboratory method
(RRL) for synthesizing urban runoff hydrographs to conditions at three
locations in the United States. Leonard Watkins describes the use of
this method in Great Britain, concluding that the amounts of runoff found
by the American authors agreed with experience in Great Britain. Frank
Snyder discusses the theoretical applicability and other features of the
RRL method, and he concludes that more analysis is needed in regard to
25
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the assumption of a constant runoff coefficient equal to the percentage
of impervious area connected to a storm drainage system. He also states
that the applicability of the RRL method to urban basins with pervious
and unconnected impervious areas for infrequent design storms is limited.
Harvey Duff and George Hsieh compare the commonly-used rational method
to the RRL method for predicting urban runoff. The RRL method seems to
result in more accurate inflow predictions, but both methods predict
runoff accurately. The rational method appears easier to use; and when
the RRL method is tried, a shorter time increment is recommended.
26
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SECTION 10.
Tunnels: Technology and Equipment
036
POTENTIAL IMPACT OF TUNNELS ON WATER POLLUTION AND FLOOD CONTROL IN THE
CHICAGO AREA,
Forrest C. Neil
Paper presented at the Am Soc Civil Engrs Environ Meeting, Chicago,
Oct 13-17, 1969. 21 p, 6 fig.
Descriptors: Underground storage, *Tunnels, *Control structures,
*Sewers, *Flood control, *Water pollution control, Drainage systems,
Design, Storm runoff, Separation techniques.
Identifiers: *Chicago, Illinois.
A novel approach to the solution of water pollution and flood control
problems in Chicago is described. It is part of a $2 billion, 10 year
approach to meet water quality standards. The present combined sewer
systems cannot handle the tremendous quantities of wastewater inputs
during periods of precipitation when storm runoff is appreciable.
Wastes discharged to the canal system, as a result of the overflows,
are contributing to the pollution of Lake Michigan and the surrounding
rivers. Sewer separation alone would not improve water quality in
the waterways sufficiently to meet established standards. A separate
sanitary sewer system would cost over 4 billion dollars. A system of
deep tunnels for temporary subsurface storage of combined sewer over-
flows is desirable. This method could be achieved at less than 25%
of the cost of sewer separation, using rock mole machines.
27
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SUBJECT INDEX
(1st Quarterly)
Activated carbon
027
Coliforms
022
Analysis
020
Analytical techniques
022
Assessments
012
Automatic control
008
Average flow
010
Boston, Massachusetts
009
Canada
006
Capacity
005
Chattanooga, Tennessee
005
Combined sewers
007, 008, 015, 022
Computer programs
013, 014
Computers
008, 013
Concrete construction
028
Connecticut
018, 019
Construction
004, 005, 006, 015
Construction materials
004, 009, 010, 015
Contracts
023
Control
018
Chicago, Illinois
036
Chlorination
022, 029
Cities
016, 021
City planning
010, 016, 023
Cleaning
003
Cleveland, Ohio
023
Control structures
006, 036
Control systems
008, 028
Cost allocation
016
Cost analysis
016
Cost - benefit analysis
012
Cost comparisons
003, 016
29
-------
Cost sharing
016
Estimated costs
016
Cost trends
016
Estimating equations
032
Costs
005, 012, 016, 020
Evaluation
035
Data analysis
032, 034
Data collections
022, 032
Des Moines, Iowa
012
Flood control
036
Floods
017, 018, 019
Flow control
008
Design,
013, 014, 017,
024, 033, 036
Design criteria
013
Digital computers
030
Discharge measurement
022
Drainage
017, 018, 019,
020, 024, 033
Drainage districts
012
Drainage systems
014, 036
Effluents
022
Equipment
001, 015
Error analysis
034
Flow rates
014
Gulf Coast
010
Gunite
005
Hydraulics
030
Hydrographs
031, 033, 035
Hydrology
033
Industrial treatment
028
Industries
021
Infiltration
010, 011
Infiltration remedies
011
Installation
004
30
-------
Investigations
022
Jamaica Bay, New York
022
Overflow purification
029
Oxidation
029
Japan
025
Ozone
029
Kano River Basin
025
Laboratory tests
027
Lake Erie
023
Law enforcement
021
Legal aspects
023
Legislation
016, 021
Louisiana
032
Maintenance
003
Mathematical models
030
Mathematical studies
032
Methodology
014, 031, 034
Minneapolis - Saint Paul
Sanitary District
008
New Jersey
017
Overflow
007, 015, 016,
022, 026
Patents
002, 026
Philadelphia
029
Pilot plants
027
Pipelines
010, 026
Pollution abatement
001, 008, 011
Pumping equipment
002
Pumping plants
026
Racine, Wisconsin
007
Rainfall intensity
012
Rational formula
035
Regulated flow
008
Rensselaer County, New York
020
Repairing
005
Retaining grid
002
31
-------
RRL method
031, 035
Runoff
030, 035
Runoff coefficient
012, 035
Runoff forecasting
031
Sanitary sewers
009, 010, 011
Screen separator
001
Separation techniques
009, 015, 016,
028, 036
Sewage
002, 021
Sewage disposal
020
Sewage treatment
001, 007, 027
Sewer lining
005
Sewerage
009, 015, 024, 026
Sewers
005, 007, 008, 010
013, 015, 016, 019
020, 023, 024, 036
Standards
024, 025
Steel pipes
004
Storage
017, 033
Storm drains
009, 014, 019
Storm overflows
007, 022
Storm runoff
011, 015, 016
029, 035, 036
Storm sewage
027
Storm sewer design
013
Storm sewers
007, 012, 013
016, 017, 018
Storms
017, 020, 032, 033
Storm water treatment
028
Structural design
006
Structures
006
Suction machine
003
Surface runoff
008, 032
Surveys
010, 011
Teaneck, New Jersey
003
Technical feasibility
015
Treatment facilities
007, 015, 016
023, 024, 028
32
-------
Treatment methods
010, 015
Tunnels
036
Underground storage
036
Union County, New Jersey
017
Unit hydrographs
034
Urban planning
018, 019
Urban renewal
009
Urban runoff
008, 035
Urbanization
025
Viewpoint
019
Waste treatment
024
Wastewater Concentrator
001
Waste water treatment
029
Water management (applied)
030
Water pollution
015
Water pollution control
021, 023, 025
027, 028, 036
Water pollution sources
006, 022, 023, 025
Water purification
029
Water quality
022, 024
Water quality control
021, 025
Water resources
018
Water resources development
016
Water supply
020
Water table
010
Watersheds
033
33
-------
Anderson, James J.
008
Bender, Rene J.
027
Bennett, K. W.
019
Dague, Richard R.
012
Dewling, R. T.
020
Duff, Harvey W.
032
Englerth, William M.
005
Fitzpatrick, John R.
006
Fleming, George
028
Hsieh, George C. C.
032
Jones, D. Earl
029
Kingery, J.
020
Kuribayashi, Munehito
022
Lafleu, J* M«
032
MacDonald, Frank W.
010
AUTHOR INDEX
Mayer, John K.
010
McFall, Robert L.
028
Neil, Forrest C.
033
Ogawa, Yoji
023
Reich, Brian M.
030
Rickman, F. D.
013
Riddle, W. G.
011
Rogers, Richard A.
014
Saveson, I. L.
032
Seidenberg, I.
020
Singh, Krishan P.
031
Snyder, Franklin F.
032
Steimle, Stephen E.
010
Watkins, Leonard H.
35
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JOURNAL LIST
Abbreviation
Full Title
1. Am City
1.
2. Chemical Eng
2.
3. Chemical Week
3.
4. Iron Age
4.
5. J Hydraulics Div,
5.
Am Soc Civil Engrs
6. J Irrigation Drainage Div,
Am Soc Civil Engrs
7. J Sanit Eng Div,
Am Soc Civil Engrs
8. J Water Pollution Control
Fed
9. Kogai to Taisaku
10. Modem Power Eng
11. Nation's Cities
12. Oil Gas J
13. Power
14. Public Works
15. Trans, Am Soc Agr Engrs
American Society of Civil Engineers
6. Journal of the Irrigation and Drainage
Division, American Society of Civil Engineers
7. Journal of the Sanitary Engineering
Division, American Society of Civil Engineers
8. Journal of the Water Pollution Control
Federation
9. Kogai to Taisaku
10. Modern Power Engineering
11. Nation's Cities
12. The Oil and Gas Journal
13. Power
14. Public Works
15. Transactions, American Society of
Agricultural Engineers
37
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BIBLIOGRAPHIC: Franklin Institute Research Laboratories.
Selected Urban Storm Water Runoff Abstracts (First Quarterly
Issue) FWQA Publication No. 11024EJC10/70
ABSTRACT: The first quarterly supplement to SELECTED URBAN
STORM WATER RUNOFF ABSTRACTS is a compilation of abatracts
auranarizing articles from a variety of technical literature
concerning the problem of urban drainage published from
July 1970 through September 1970. The 36 abstracts covering
a range of eight sections are arranged alphabetically by
author and numerically by abstract number within each cate-
gory. Each item includes a bibliographic citation, an
abstract, and a set of indexing descriptors and Identifiers.
A cumulative subject index at the end of the volume provides
the necessary access to Individual concepts. An author
index and a journal list are also included. This work was
submitted in fulfillment of Contract 14-12-904 between the
Federal Water Quality Administration and the Franklin
Institute Research Laboratories.
KEY WORDS
Storm runoff
Drainage
Sewere
Water pollution control
BIBIOGRAPHIC: Franklin Instltui e Research Laboratories.
Selected Urban Storm Water Runoff Abstracts (First Quarterly
Issue) FWQA Publication No. 11024EJC10/70
ABSTRACT: The first quarterly supplement to SELECTED URBAN
£T0RM WATER RUNOFF ABSTRACTS is a compilation of abstracts
summarizing articles from a variety of technical literature
concerning the problem of urban drainage published from July
1970 through September 1970. The 36 abstracts covering a
range of eight sections are arranged alphabetically by author
and numerically by abstract number within each category.
Each item Includes a bibliographic citation, an abstract,
and a set of indexing descriptors and Identifiers. A cumula-
tive subject index at the end of the volume provides the
necessary access to individual concepts. An author Index
and a journal list are also Included.
This work was submitted In fulfillment of Contract 14-12-904
between the Federal Water Quality Administration and the
Franklin Institute Research Laboratories.
KEY WORDS
Storm runoff
Drainage
Sewers
Weter pollution control
BIBLIOGRAPHIC: Franklin Institute Research Laboratories.
Selected Urban Storm Water Runoff Abstracts (Flrat Quarterly
Issue) FWQA Publication No. 11024EJC10/70
ABSTRACT: The first quarterly supplement to SELECTED URBAN
STORM WATER RUNOFF ABSTRACTS Is a compilation of abstracts
summarizing articles from a variety of technical literature
concerning the problem of urban drainage published from July
1970 through September 1970. The 36 abstracts covering a
range of eight sectlone are arranged alphabetically by author
and numerically by abstract number within each category.
Each Item Includes a bibliographic citation, an abstract,
and a set of Indexing descriptors and identifiers. A cumula-
tive subject Index at the end of the volume provides the
necessary access to individual concepts. An author index
end a journal list are also Included.
This work was submitted in fulfillment of Contract 14-12-904
between the Federel Water Quality Administration and the
Franklin Institute Research Laboratories.
KEY WORDS
Storm runoff
Drainage
Sewers
Water pollution control
-------
Accc n.n ion Number
Stibjiu t Field &, Group
SELECTED WATER RESOURCES ABSTRACTS
INPUT TRANSACTION FORM
Organization
Franklin Institute Research Laboratories, 20th Street & The Parkway
Philadelphia, Pennsylvania 19103
Title
SELECTED URBAN STORM WATER RUNOFF ABSTRACTS (First Quarterly Issue)
10
Authors)
Franklin Institute
Research Laboratories
16
Project Designation
FWQA Program No 11024EJC10/70
21
Note
22
Citation
FWQA Contract No 14-12-904,
Oct
1970. 37 p.
Descriptors (Starred First)
*Storm runoff, Drainage, Sewers, Water pollution control.
22 Identifiers (Starred First)
——*Combined sewers, *Storm sewers.
J Abstract
U The first quarterly supplement to SELECTED URBAN STORM WATER RUNOFF ABSTRACTS is
a compilation of abstracts summarizing articles from a variety of technical literature
concerning the problem of urban drainage published from July 1970 through September
1970. The 36 abstracts covering a range of eight sections are arranged alphabeti-
cally by author and numerically by abstract number within each category. Each item
includes a bibliographic citation, an abstract, and a set of indexing descriptors
and identifiers. A cumulative subject index at the end of the volume provides the
necessary access to individual concepts. An author index and journal list are also
included.
This work was submitted in fulfillment of Contract 14-12-904 between the Federal Water
Quality Administration and the Franklin Institute Research Laboratories.
Abstractor
Dorothy A. Ortner
Institution
Franklin Institute Research Laboratories
WR: ' 02 {REV JULY
WRSI C
WATER RESOURCES SCIENTIFIC INFORMATION CENTER
U S. DEPARTMENT OF THE INTERIOR
WASHINGTON, D, C 20240
* G PO:
1905-36O-330
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Continued from inside front cover
11022
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11023
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09/67
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12/67
11023
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08/68
11030
DNS
01/69
11020
DIM
06/69
11020
DES
06/69
11020
06/69
11020
EXV
07/69
11020
DIG
03/69
11023
DPI
08/69
11020
DGZ
10/69
11020
EK0
10/69
11020
—
10/69
11024
FKN
11/69
11020
DWF
12/69
11000
—
01/70
11020
FKI
01/70
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D0K
02/70
11023
FDD
03/70
11024
Df IS
05/70
11023
EV0
06/70
11024
06/70
Phase I - Feasibility of a Periodic Flushing System
for Combined Sewer Cleaning
Demonstrate Feasibility of the Use of Ultrasonic
Filtration in Treating the Overflows from Combined
and/or Storm Sewers
Problems of Combined Sewer Facilities and Overflows,
1967, (WP-20-11)
Feasibility of a Stabilization-Retention Basin in Lake
Erie at Cleveland, Ohio
The Ceneficial Use of Storm Water
Water Pollution Aspects of Urban Runoff, (WP-20-15)
Improved Sealants for Infiltration Control, (WP-20-18)
Selected Urban Storm Water Runoff Abstracts, (WP-20-21)
Sewer Infiltration Reduction by Zone Pumping, (DAST-9)
Strainer/Filter Treatment of Combined Sewer Overflows,
(WP-20-16)
Polymers for Sewer Flow Control, (WP-20-22)
Rap id-Flow Filter for Sewer Overflows
Design of a Combined Sewer Fluidic Regulator, (DAST-13)
Combined Sewer Separation Using Pressure Sewers, (ORD-4)
Crazed Resin Filtration of Combined Sewer Overflows, (DAST-4)
Storm Pollution and Abatement from Combined Sewer Overflows-
Cucyrus, Ohio, (DAST-32)
Control of Pollution by Underwater Storage
Storm and Combined Sewer Demonstration Projects -
January 1970
Dissolved Air Flotation Treatment of Combined Sewer
Overflows, (WP-20-17)
Proposed Combined Sewer Control by Electrode Potential
Rotary Vibratory Fine Screening of Combined Sewer
Overflows, (OAST-5)
Engineering Investigation of Sewer Overflow Problem -
Roanoke, Virginia
Micros training and Disinfection of Combined Sewer
Overflows
Combined Sewer Overflow Abatement Technology
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