HYNHallis
In dip-kalita Model fop tap-Stagnant
Ralsttii Happison
Has 17, 1987

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Report No. EPA-910/9-87-179
WYNDvalley
An Air-Quality Model for Near-Stagnant
Flows in Constricted Terrain
Halstead Harrison
WYNDsoft, Inc.
6333 77th Avenue SE
Mercer Island, Washington 98040
May 17, 1987
Prepared for
U S Environmental Protection Agency
Region 10
1200 Sixth Avenue
Seattle, Washington 98101-3183

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On Air-Quality Modeling in Complex Terrain,
with Emphasis on WYNDvalley,
A Dispersion Model for Near-Stagnant Flows
Halatcad Harrison
WYNDeoft Inc.
6333 77th Avenue SE
Mercer Island
Washington 98040
(206)-232-1810
The mathematics of air-quality modeling is discussed with special attention to problems
associated with complex terrain. Practical solutions to some of these problems are suggested and
an implementation is described as WYNDvalley, a dispersion model adapted to the study of trace
species concentrations in near-stagnant conditions within complex valley drainage systems. The
model is illustrated by application to the Methow, Twisp, and Chewack valleys of Okanogan
County, Washington.
I. Introduction
To guide wise management of the air we live in, we wish to develop models and
simulations to permit accurate estimates of the concentrations of air pollutants,
appropriately averaged over time and space. This is a difficult task. The
motions of the air are characterized by erratic vascillations that display temporal
scales between seconds and seasons, and spatial scales between millimeters and
thousands of kilometers. Limitations of cost affect the density of observations
that we may make to specify the initial state of the systems we wish to model,
and to follow the evolution of the winds and emissions throughout the period
that interests us. Perhaps surprisingly in these times of exponentially improving
computer technology, we are also limited by the computer speeds and memory
that would be needed for near-rigorous solutions to the equations we pose. For
these reasons practical progress requires approximation.
In the following section I shall explore alternate choices for these approximations,
starting from common assumptions and with moderate rigor. Here I shall
emphasize practical implementation of computer models to be useful under condi-
tions when the flows are dominated by constraints imposed by local topography.
In section III I shall illustrate these choices in more detail through a specific
model, WYNDvalley, and discuss some results from a specific simulation, the sen-
sitivities of these results to the data and to the model's assumptions, accuracies

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and limitations, ways the model might be improved, and the likely costs and
benefits of effort to effect these improvements. I conclude with a summary and
documentary appendices.
II. Some Mathematics of Tracer Dbpersion in the Atmosphere
Readers anxious to get on with specific details of WYNDvalley may turn immedi-
ately to section ID.
My purpose in including the present discussion is to make explicit a rather long
series of approximations that must be introduced along the way towards solutions
of equations over which ... as it seems to me ... unnecessary arguments sometimes
erupt about the merits of alternate and disparate seeming algorithms. The point
is that excessive partisanship over 'Gaussian Plume1 or 'Box' models is ... or
ought to be ... somewhat vitiated by an appreciation of the many severe approxi-
mations that are common to both these useful approaches.
In the sub-sections that follow I shall highlight those approximations that are
common to both Gaussian and box models, and those separate to each. I shall
conclude this section with a discussion of the virtues and limitations of the two
approaches to air-quality modeling, with emphasis on matching models to the
questions that are to be asked of them.
A. The Dispersion Equation: General Approximations
The central concept of tracer dispersion is, very simply, that mass must be con-
served. The governing equation is:
In [l] C(x,y ,z,t) is the concentration of a trace chemical species whose motions
and dispersion we wish to model as functions of the spatial coordinates * ,y ,z,
and time f; y is a generalized representation of the gradient operator which, in
Cartesian coordinates, becomes d/dx + d/dy + d/d«. The wind velocity is
u(x ,y ,z ,t) and Q (x ,y ,z ,t) is a source or sink. The bold fonts emphasize that v
and u are vectors [while C and Q are scalars] and the central dot between the
vectors denotes the scalar product.

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One can imagine solving [l] directly by numerical integration: set up a three
dimensional grid, specify C(x ,y ,z u(x ,y ,z ,t) and Q (* ,y ,z ,t), and then use
Euler's rule .. or other convenient algorithm .. to solve for C(x,y ,x ,tt +dt).
Problems arise, however, because very small increments must be specified in each
of the coordinates. We have all seen near-neighbor wind flags blowing in
disparate directions, and we have all experienced wind speeds and directions that
change abruptly within a few seconds. Suppose then, for illustration, that we
specify a grid with 10 meter resolution over a 10 km x 10 km x 1 km box. This
would require 108 grid elements just to specify the instantaneous concentration
field. I understand that there are parallel machines that can do this, barely, but
for our purposes the most apt comparison may be to the CRAY I, that in one
common configuration can address 'only' 7 x io6 random-access memory locations.
Ignoring this, just for the illustration, with 10 second time resolution for the
simulated fields, and 10 Mhz computational clock speed with 10 cycles per 4-byte
multiplication, this brute-force integration would require approximately 10 com-
puter minutes per simulated hour. That is, the computer would be running only
six times faster than the world, for a 10 km x 10 km x 1 km box that often would
be too small for our interest, anyway.
This illustration is silly for a further important reason: we simply cannot afford
the density of measuring instruments necessary to specify the initial concentra-
tions and winds in those 10® grid elements, nor to verify the precision of our cal-
culations, after the fact.
For these reasons, let us proceed to condition equation [1] for approximations
that are forced upon us anyway by the intrinsic variability of our noisy atmo-
sphere.
First let's try to stretch out the time unit for each integration step. Notice that
in the brute-force example above, a ten second time step is limited to wind
speeds of less than one meter per second, across the grid lengths of ten meters.
But most measurements will report winds and tracer concentrations that have
been averaged over tens of minutes, or hours, and often at speeds exceeding 1
m/s.

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To spread out the time steps, let's define:
+r/2
fa ,v ,*)s — / fa >y >* J W	[2]
r -r/2
where { may be either the concentration, C ,the source, Q, or any component of
the wind velocity, u. The time, r is a somewhat imprecisely defined subscale over
which we want to smooth our equation variables to match more closely the real
averaging times of our measurements.
With [2] we next define primed quantities such that:
0{x,y ,',t) s 0{x,y,z) + e {x,y,z,t)	[3c]
Q(x,1,i,t)ea Q(x,y,z) + J (x,y,z,t)	[3q]
+	[3u]
V (x ,y ,z,t)ss v(x ,y,z) +r/ (z ,y ,z ,t)	[3v]
u>(x,y,t,t)s3iv{x,ylz)+u! (x ,y ,z ,t)	[3w]
In [3] the barred quantities are time-averaged over r and the primed quantities
express the more slowly varying fluctuations at times greater than r, « , v, and w
are the three scalar components of the vectorial wind, respectively parallel to x,
y, and z. Note that by definition:
Fr=qr=u7=tr=w7=0	[2']
Substituting [3u] back into [l], while temporarily neglecting the coordinates y
and z:
T? —T, [(5 + t' Xr + * >]+<« + * '	IU1
Expanding and with a second overbar to denote averaging the operators of [la]
over r,
+	) + Q + 9"	[lb]
The middle two terms within the [ ] average to zero by definition [2'], as does q7.
Then dropping double overbars and noting that HC = uC,
—^[i®+r?l + 5	M

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The effect of this manipulation is to lump into the ««• all the temporal fluctua-
tions that occur in times that are short with respect to r, the measurement time.
Since by definition this term is no*-measured, it has to be modeled. What shall
we do with it?
We could set it equal to zero: that after all is a model, too. But this vigorous
approximation excessively degrades the accuracy of what we're trying to do. One
useful approach is to write additional differential equations of the form
du -c „ [—5- -j — 1
— = F[n-J
but this expansion rapidly increases the complexity of the equation set, and clo-
sure problems intrude with higher-order moments.
By far the most common approach is to model the ire7 in terms of the quantities
that are measured at the time scale, r, namely a and C. This is the natural 'next
higher approximation'. Drawing heavily upon analogies to the diffusion of heat in
rigid bodies [an imperfect analogy that will causes trouble later, because the air is
not rigid], Batchelor, Prandl, Reynolds, Richardson, and many others have
explored the utility of postulating:
For obscure reasons this is called the 'exchange' approximation (or the 'austasch'
approximation by those who wish to make it even more obscure). The Kt
defined by [4] is ultimately an empirical coefficient, called a diffusivity. It has
dimensions of lengtlAime"1, and it may be thought of as the product of a root-
mean-square 'eddy velocity' times a scale length over which these eddies are
effective in transporting momentum. The subscript 2 denotes «,hat K, is a scalar
component of the vector K. Some authors generalize [4] still further by defining
K as a tensor, but this is really just mathematical exhibitionism: remember that
the components of K are ultimately empirical and can be measured in ways that
force a vectorial interpretation.
Now we can proceed by substituting [4] into [lc], hereafter dropping the overbar
notation as excessively busy; remember, however, that all the measurements and
modeled variables remain implicitly as averaged over t. We get:

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*£s=[_l + _L + ±)
dt [ dx dy dzJ
-UC+K— + K— 4-K —
uC + K' 17+ K' 9F + ^~
dz
+  C) = Q
dx	dx	dy	dy	dx	dz
[5a]
and
dx dy dz
„ dC	„	iC	„ dC]
' dx	'	dy ' dz
if dC	j,	dC	jr dC
jV«	iV¦	TJ"" A*
1 dx	'	dy ' dz
j. dC	„	dC	j, dC
' dx	'	dy ' dz
is diagonal
(5b]
Condition [5a] is just a statement that the iPiF, Pc7, and Ore7 do not affect the
orthogonality of the * -y -z coordinate system. [This is not equivalent to stating
that the turbulence is isotropic.] Condition [5b] again states that the diffusivities
coordinate system, and [5b] again states that the diffusivities need not be treated
as tensors. In comparison to other approximations that follow, neither [5a] or
[5b] are very severe.
With these approximations [id] simplifies to:
dC a(nC) d(vC) d(ivC)
dt	dx	dy	dz
[le]
d_
dx
dc
K*~di
dy
k¦ dC
dx
j, dC
K'-d7
Q
In [le] the K,,Kt, and K, have so far been left within the exterior spatial
differential operators to emphasize that they are in fact functions of scale. This
property of the atmosphere makes eddy diffusion fundamentally different from
that of heat in rigid solids. Measurements over widely differing scales show that
atmospheric diffusivities are larger for bigger puffs than smaller [See for example:
Gifford, 1982].' At scales larger than about 30 km eddy-diffusivity coefficients
scale roughly as X2, where X is a curvature scale of a diffusing puff, that may or
may not be isotropic.

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At smaller scales K,,Kt, and K, vary with diminishing powers of X,, Ar> and X,,
but they do not approach scale independence until puff sizes of millimeters, or
less.
To proceed with any elegance beyond [le] therefore requires differentiation at all
scales, a need perhaps best assuaged by spectral expansions of the variables in
Fourier series. Alternately, with less elegance but perhaps more common sense,
one may ignore the scale dependence of the K( at this step, and proceed with the
differentiations as if the they were scale independent; then at a later step empiri-
cal scale corrections can be imposed a postertori. It is further a common approxi-
mation to neglect the spatial gradients of «, v, and w at this step, though in fact
this is not strictly required ... nor is it a very good idea. However, for simplicity
and because Gaussian models do require this further approximation, I shall make
it here to achieve a 'final1 working version of this series of equations [1]:
dC
dt
—1»
dC

dC
- XD
dc
dx

,dy
bz
+ *'-0 + *-0 + *-0+« M
Let us pause for a moment to reflect on what... if anything ... useful that we
have done by recasting [1] into [if]. Recall that the central idea was to subsume
all the temporal fluctuations that occur over time scales smaller than the meas-
urements' averaging times, r, into terms of the form JFc7, and then through the
'exchange' approximation to parameterize these into K(. This may permit us
both larger time steps and a wider spatial net, because at constant wind speeds
each parcel travels further during the longer times. Unfortunately, however, this
latter advantage is not automatic, as a new and serious difficulty intrudes when
we attempt to integrate [If] numerically with a relaxed grid.
This trouble is perhaps best illustrated with a sketch, as in figure 1. Suppose
that an initial puff concentration is uniformly spread between two adjacent grid
points, as with the prism at the left of the figure. With a wind blowing to the
right, then after a time increment dt the puff might be translated to the position
of the center prism. But with a finite grid the mass distribution of this puff
would be interpreted as split between the two adjacent grid elements, as with the
pair of prisms at the right. Suddenly the puff has 'diffused' to greater width,
purely as an artifact of the finite grid. Unless the translation fortuitously places
the puff exactly over a neighboring grid, which is hard to achieve generally when

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uotsnj.^iQ xeaxaauinN

U
U 1
i i r
BB

^	

T
3^inE> x j

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the winds vary in direction and speed, the numerical diffusion may easily exceed
the physical diffusion. One may minimize this artifact by requiring tight grids,
but this is a step backwards in the whole approach from [l] towards [if].
What is to be done about this new problem? Two approaches are common: brute
force, or a clever transform. Both have virtues and defects. The WYNDvalley
model that will be described in the next section is essentially a brute-force
approach: set up a moderately fine grid (100's of meters) with moderately small
integration steps (100's of seconds), accept moderate numerical diffusion, but
compensate for it by diminishing the external diffusion parameters, K(. The
advantages and limitations of this approach will be described in appropriate
detail later. Because the transform approach is the more commonly used, how-
ever, it is proper here to continue its development for a few more paragraphs, to
illuminate the comparison.
B. Gaussian Models: Special Approximations
In this sub-section I amplify briefly on an additional set of approximations
inherent in Gaussian solutions to [If].
If «, v, and w are approximately constant over short times and spaces, then [if]
is a linear second order differential equation. Several of the approximations lead-
ing to [If] where consciously adapted to achieve linearity, so as to take advantage
of a convenient property of linear equations, that two independent solutions of
[if] may be added to one another to make a a third. Thus if we can derive an
analytical solution to [if] for an infinitesimal puff, then we may superimpose puff
solutions to achieve a general solution. This approach leads to the justly famous
'Gaussian7 models.
While the derivation of a Gaussian solution to [if] is straight forward, it is also
rather lengthy, and it would overbalance the present text. Interested readers
should therefore consult other references [see for example: Pasquill and Smith.,
1983; Longhetto, 1980]. For present purposes permit me to sketch the derivation,
only, for the more common 'plume' version. A more complex 'puff version may
be derived similarly, with somewhat fewer restrictions.

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1.	Assume a steady-state for times less than r. Temporal changes at times
greater than r will be accounted for by specifying slower variations in the
winds and diffusivities.
2.	Neglect diffusion parallel to the wind: that is, set K, = 0.
3.	Set dC /dt — 0 and seek a solution for the remaining partial derivatives in
2, p, *, of the form X(x)Y(y)Z{z).
4.	Substituting XYZ into [if], and rearranging one may separate the partial
differential equation into three total differential equations, one for x, one for
y, and one for z. These have particular solutions of the form
X(s)=Cle-b
Y(y) = <7asin(nf y) + Cjcos(n, y)
Z (*) = C^sii^n, x) + Cecos(nt x)
5.	Set C3 and CA equal to zero, to force transverse symmetry.
6.	Set the lateral and upper boundary conditions at infinity.
7.	Evaluate the general solution by integrating over n, and n, with Fourier
transforms. The expansion coefficients of these transforms are evaluated by
assuming a profile for Y(y) and Z(x) at a specified z.
8.	Choose Gaussian functions for these profiles. This choice takes advantage of
a unique property of Fourier transforms, that the cosine transform of a
Gaussian is a Gaussian also. [Other choices are possible, but most require
solutions involving sums of infinite series.] Then if the real plume is a Gaus-
sian at any x, it will be a Gaussian at all other x.
9.	Evaluate k by conservation of mass.
The result of these assumptions and manipulations can be cast in several closely
related ways. Perhaps most quoted of these [Turner, D3., 1967] is:
In [7] Q has a slightly different meaning from that in [if]: here it refers to a total
current [kg/s]; there it referred to a current per unit volume. H is a plume
center-line height above the surface (at r = 0); x as before is a downwind dis-
tance from the source of Q; y is the transverse distance across the plume, and av

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and a, are dispersion lengths equal respectively to \/2Kf s /o and y/2K, x /« .
The coordinate z is measured upwards from the local surface, and the term in
x +H accounts for perfect reflection of the plume from that surface. Usually ar
and 
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C. 'Box1 Models: Special Approximations
In contrast to transform solutions of [if], direct numerical integrations involve
detailed considerations of discrete spatial grids and finite time steps. The grids
are 'boxes', and all finite-difference numerical integrations are loosely spoken of as
'box models'.
To simplify the following discussion, let me once again compress [if] into one spa-
tial dimension, x, and set up an array along that axis with steps of dimension Sx,
labeled by an integer index, i, increasing rightwards. With finite-difference arith-
metic, the first and second spatial derivatives of C may be approximated as:
dC Q - CU
R? 1
ax	Sx
4 SC _ Cj+i-2 C( +  0
c JC+1
where £ is Sx or St, and n is the order of the approximated derivative. Note that
the approximation for the second derivative is 'centered' about <7, at if, but both
the first derivatives are uncentered: that for x is 'backward', and that for t is
'forward'. We need the forward difference, of course, to move the solution for-
ward in time, but choosing the backward difference for the first spatial derivative
is an additional approximation that is useful in suppressing certain numerical
instabilities.
Substituting the two spatial approximations into [if], and rearranging, we get:
iC{
where
A =
it
U ft*
Sx Sx2
= A -B C,
N
C,-I +
2L
Sx2
Ci+i + Q>
and

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B =
JL + 2^
fix + 6x*
If we chose, we might also substitute the finite difference for 4C fit and approxi-
mate a solution to [lg] as a first-order Euler expression of the form
C, (t +6t) » C; (0 + - B Q (<) ]fi*	[lh]
but a greatly improved approximation to (lg] is follows from an alternate, semi-
analytical approach.
If in a short time step 6AIA and 6B /B are sufficiently small, then [lg] has an
analytical solution
o, (<+«)- o, (I).-««+ A [, — «->«] «	[li]
The generalization of [lg] and [li] to three dimensions is straignt forward:
1.	Define indices / and k as parallel to the y and z axes.
2.	Extend A to include
3.	Extend B to include 2[K, /Sy2 + K, /Sz2].
4.	Equations [li] then hold with CiiJ l they converge to the steady-
state solutions C(t +oo)«/lIB. Numerical errors that stem from either version of
[li] compare very favorably with those of much more complicated and time con-
suming algorithms, including higher-order Taylor series and Runge-Kutta
methods, and with implicit schemes such as Gear's method and various
staggered-grid 'leap-frog' integrations. One not-inconsiderable advantage of [li]
is that it conserves mass strictly at all time steps; this is not automatic with all
schemes.

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To adapt [li] ... or other 'box' algorithms ... to explicit problems is also straight
forward.
1.	Set up an x ,y ,z (i.e. i ,j ,k) grid with Sx, 6y, and bz
2.	Set up boundary conditions at specified »' ,j ,k.
3.	Specify initial conditions for Citjik at t = 0. Put these into a temporary
scratch array.
4.	Specify ui ) t, Qi ) tk ,and K,,Kf, and K,, all of which may optionally be func-
tions of time.
5.	Choose a time step on the order of the smallest l/B [when time-dependent
solutions are required ... longer time steps are permitted when steady-state
solutions, only, are sought], and march the forward by one time step.
Then update the scratch array and iterate to step 3.
D. Some Comparisions between Gaussian and Box Models
We have so far explored the fundamental transport equation and its reduction
through the exchange approximation into a form that can be integrated either by
transform methods, as with Gaussian plumes, or by direct numerical methods, as
in the discussion of the previous section. In the present section I shall expand
briefly on comparisons between these two approaches, with emphasis on choosing
one or the other as most useful for different types of problems.
Clearly, both the transform and direct methods employ a long string of approxi-
mations, some in common and some separately. Considerable rigor has been lost
along the way towards practical algorithms. Arguments about relative merits of
the two approaches aren't often useful, as each must ultimately be tested by
comparison with real measurements.
Unfortunately, these tests are expensive and so far have largely been inadequate.
Of the two approaches, Gaussian methods have thus far been more popular, and
thus most tested. They are incorporated into several standard packages that are
widely distributed by the US Environmental Protection Agency, and through the
Clean Air Act and its various updates are to a certain extent written into federal
law. Tests comparing hourly averages for predictions, with observations,

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generally agree within a factor of two for 50% or more of independent cases, but
with those cases generally selected for winds exceeding 1 m/s, and for generally
flat terrain, usually for elevated sources. Gaussian models are easy to use, require
only modest computational resources, and their familiarity to a wide user com-
munity enhances the clarity of communication between users applying them to
disparate problems. Gauss;an models are numerically stable and immune to
numerical diffusion. They always conserve mass. By varying the transport
parameters in stochastic ways that match real climates, Gaussian models may be
used to estimate frequency distributions for pollution episodes, but for this type
of study the practical restriction to winds exceeding 1 m/s weakens confidence in
the models' predictions of what are often the most severe pollution events. Our
greater experience with Gaussian models tends to reduce errors of misapplication,
and to enhance confidence in their predictions for those most^contentious cases
that end in court.
On the otherhand, Gaussian models tend to have most trouble in exactly those
cases when severe pollution episodes are most likely: with strong inversions,
unstable flows, rapidly varying winds and stabilities, and especially in complex
terrain, where the latteral boundary conditions of Gaussian models [usually at
infinity] can be adapted to enclosing terrain only through awkward sums of
infinite series of reflections, or through unsatisfying and ad hoe patches between
discontinuously modeled domains.
In contrast, 'box' models have generally complementary defects and virtues.
They tend to be written in ad hoc applications, one problem at a time. No stan-
dard box model is available from, or approved by, the federal machinery. They
have been much less tested against real measurements. Box models are more
demanding of computational resources, both of machine time and memory, and
of programing skills and time. Numerical diffusion remains a problem, and solu-
tions must be checked vigorously to assure both that gross programing errors
have been eliminated and that solutions are insensitive to time steps and grid
sizes.
Box models are inherently flexible. Boundary conditions can be handled in tran-
sparent and satisfying ways, so that these models are inherently more adaptable
to complex terrain. Restrictions on the frequencies with which the transport

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parameters may vary are less severe, and no restriction is imposed by minimum
wind velocities. Thus box models engender more confidence when applied to esti-
mates of worst cases, or to probabilities that measurements will exceed specified
levels.
The choice between these two approaches, in the absence of clear guidance by
comparing with real measurements, is therefore ... it seems to me ... partially a
matter of taste (over which, after all, there can be no useful arguments) but par-
tially also of resolving what questions are to be addressed of the models.
In my judgement:
1.	For computing time-averaged pollutant concentrations in open terrain, and
especially with smaller budgets and the overhang of possible litigation, go
Gaussian.
2.	For estimating worst cases, or in complex terrain, and with larger budgets,
be boxy.

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m. WYNDvalley, An Application of Box Modeling to the Methow,
Chewack, and Twisp River Airshed of Okanogan County,
Washington
The project described here was performed for the Okanogan County Planning
Department, by R.W. Beck and Associates of Seattle, WA. A report describes
this work, entitled 'METHOW VALLEY AIR QUALITY STUDY AND
MANAGEMENT PLAN', of June 30, 1985, by Naydene Maykut (project
manager), Mark Sadler, Lee Fortier, Karen Kerruish, Linda Kenney, Geralyne
Rudolf, Ann Batson, Halstead Harrison, and James King. Portions of this report
are reproduced here as Appendix I. Please consult this Appendix' Sections 1 and
2 for a general description of the project, a discussion of the ambient air-quality
standards applicable to the modeled region, and a survey of the data and of the
meteorology and climate.
Section 3 of Appendix I gives an overview of the model's selection and develop-
ment, and Section 5 presents the modeled results. In a separate Appendix II are
presented additional results for the resolution of carbon monoxide (CO) in the
valley, sloshing north and south with the diurnal wind field and shown as a
'movie' of isopleth maps, at 6 hour intervals. These plots were not included in
the principal report, for reasons of space. Appendix ID documents a correspon-
dence with Dr. D.G. Fox, of the Rocky Mountain Forest and Range Experimental
Station at Fort Collins, Colorado, amplifying limitations of WYNDvalley that
result from restriction to one layer and spatially uniform winds.
Please now read Appendices I and II. A discussion of Appendix III will be
deferred to a later section of this present report.
In the section (A) that immediately follows, I shall amplify the material of
Appendices I and II, describing the various pieces of the WYNDvalley program.
In section (B) I shall discuss the choices of the transport parameters. In (C) I
shall amplify upon the output, and in (D) I shall comment on various shortcom-
ings of the model, and suggest some improvements.

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A. The Model
The starting point for this effort was an earlier hybrid Gaussian-Box model writ-
ten by D. Lamb for the Forest Service (Lamb, 1084). This effort modeled the
Methow and Chewack valleys, with 14 boxes and a preliminary source inventory.
The model's output suggested likely violations of total suspended particles (TSP)
in the airshed, if plans were to mature for a ski resort in the upper Methow val-
ley at Early Winters. This warning both suggested the need for a more detailed
study and modulated the form that study might take: more boxes, a more
detailed examination of plausible emissions, and re-examination of the governing
meteorology.
With WYNDvalley, first questions were then addressed to spatial scales: how fine
should be the horizontal grid? As part of the Methow project, emission data were
summarized and projected by JD. King and Associates, with 1 mile x 1 mile
resolution. The characteristic spatial dimensions of the valley would be poorly
resolved at this resolution, however; a early decision, then, was to model at half
that scale for the spatial resolution, and to apportion emissions from each 1-
square mile section into 1,2,3, or 4 quarter sections of a 1/2 x 1/2 mile grid,
according to whether that number of quarter sections was contained in the perim-
eter of the modeled valley. Guided by Okanogan County's planning council, the
modeled region was specified as extending from a bit north of Mazama in the
upper Methow, to a valley foot 14 miles south of Twisp. The horizontal boun-
daries of the modeled area were drawn along the 2000 foot contour south of
Winthrop, rising to 2400 feet in the upper Methow and Chewack valleys. This
region encompassed 410 quarter sections.
An important second decision had to be made concerning the number of layers to
be modeled [one] and whether the box heights should vary with position along
the valley floor [no]. These calls were essentially arbitrary, but were governed by
judgment on the effort/return ratios of other strategies. Some further discussion
of these choices will be deferred to a later section of this report.
Next I chose the coordinates, which perhaps might most simply have been Carte-
sian. Owing to the long and narrow geometry of the modeled region, however,
such a grid would be inefficient with computer memory. Consequently, each box
of the irregular domain was assigned an address, and a 'connectivity matrix' was

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- 18-
written to couple each box the the addresses of the upvalley, downvalley, and
transversely neighboring boxes. I began to do this by hand, working from con-
tour maps, and starting from the upper Met how. About two hours later, near
box 15Q or so in the Winthrop basin, I started to find mistakes back at the 125th
or so, and recognized that this was a losing game. I consequently wrote a triplet
of preliminary programs to outline an arbitrary modeled area, to assign both
Cartesian and sequential addresses to each box, to identify upvalley, downvalley
and transversely neighboring boxes, and to write a general connectivity matrix.
This effort amounts to a program to write another program. Thus WYNDvalley
is in effect a 'higher' model, in the sense that FORTRAN is a 'higher' language.
One wonders how many tiers of such abstractions we may encounter in the
future.
The next step was to apportion the source inventories to each quarter section,
both for TSP and for CO. In cooperation with Ms. Ann Batson of TTL, a 24
hour emission schedule was assigned to TSP from fireplace emissions, and three
separate schedules were assigned to CO from fireplaces, cars, and a local airport.
[Please see figure II1-2 in Appendix I.] As described in a preceding paragraph,
daily emissions tabulated by J.D. King were partitioned among the quarter sec-
tions; then at every hour during the simulation emissions were taken as propor-
tional to these daily emissions times a normalized hourly fraction derived from
the emission schedules.
Boundary conditions were set as 'reflective' at all the lateral edges of the valleys.
That is, at the left edge the C,_i for the box just to the left of the valley rim was
set equal to the C{ for the box just to the right; similarly at the right edge Cl+,
was set equal to C;. At the southern boundary of the valley system the boundary
condition was set as 'absorptive'; that is Cy+I was set equal to zero. At the
upvalley edges of the Methow, Chewack, and Twisp boundaries were set as 'con-
stant slope'; that is Cj.x was set equal to 2 Cj - Cy+j.
With choices for the winds and diffusivities [as discussed in the following section
(B)], one may now proceed to crank out predictions of TSP or CO concentrations
as functions of time, for incremental steps of ten minutes and with reporting
intervals of six hours, for a period of three days, with zero-concentration initial
conditions for all the boxes. Output was stored in a series of files, one for each

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- 19-
six-hour interval and one for the 24-hr average of the last modeled day. An addi-
tional file saved the local TSP or CO at three specified stations [usually near
Early Winters, Winth'rop, and Twisp], at every 10-minute interval over the three
days. These files could be displayed graphically by two subsidiary programs.
Examples of the 24-hour averaged fields are displayed in Appendix I as figures
IV-4 (2a), IV-4 (2b), etc., corresponding to combinations of various source and
control conjectures, as summarized in Appendix II, Table V-l. A sequential series
of plots for the 6-hour intervals, for CO, are presented in Appendix II. An exam-
ple of the temporal plots for CO is given in figure 2 of this report. Note in this
last figure that the highest 8-hour average CO at Early Winters exceeds the
highest 24-hour average by about 40%.
The storage of output in intermediate files permitted post-processing in various
ways, especially by subtracting one output field from another, to display incre-
ments. Examples of such plots are given in Appendix I, figures V-5 (2a-3a), and
so on. A second and informative post-processing exercise involved an intentional
degradation of the spatial resolution for the several dozen boxes near Winthrop
that had been represented in earlier simulations by a single larger box. This test
showed vividly that it is easier to 'meet' 24-hour standards with big boxes than
with small, if the latter contain hot-spots that average out in the former.
These calculations were all programmed in Microsoft BASICA, and were executed
in compiled code using an XT-clone at 4.66 Mhz, with an 8087 math coprocessor
chip. Execution times for a three day simulation were typically somewhat longer
than two hours. Since these codes were written more efficient compilers have
become available, as have inexpensive machines with higher clock rates. With
both these advances computation speeds would be expected to increase by about
a factor of four
1 With Microsoft QuickBasic version 3 0, compiled with the /q option for 8087 chips at 4 68 MHz, the 3-day
simulation required 32 minutes, a speed-up factor of six (6/14/87)

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F iguire 2
Carton Monoxide [2al
{-Earls.Winters

Hintnrop->
5 PPH
hours-)

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- 20-
B. The Transport Coefficients.
In the previous section I outlined the sequence of choices leading to the selection
of grid topology, size, and boundary conditions. In this section I amplify on the
choices of box heights, the schedule of winds, and the horizontal and vertical
diffusivities.
In the selection of box heights we were guided by a very useful study of Robinson
and Boyle (1977), who monitored acoustic echoes from temperature discontinui-
ties in the winter air above the valley floor near Winthrop. They reported strong
inversions as frequent in winter, at heights varying between 50 and 300 meters.
As we were interested in a 'semi-worst case', we chose 100 meters. Robinson and
Boyle also report sonograms showing a 100 meter inversion lid that became pro-
gressively leaky between 10 AM and 5 PM, PST, but re-established itself strongly
outside these winter hours. We therefore modulated the vertical ventilation
coefficients during the leaky window, as described in later paragraphs of this sec-
tion.
A serious question arose as to whether the box-heights should be modeled as uni-
form above the local surface, or uniform above sea level, or somewhere in
between. A conversation with the local ranger revealed anecdotal evidence of
winter occasions when 'the smoke wouldn't go up the chimney1 at Mazama, near
the head of the upper Methow River at contours near 2400 feet. If taken
literally, this would imply a strong inversion right at the ground, and any model
using a zero-height box would then predict infinite pollutant levels. It is clear
that by choice of parameters the modeler may produce (or distort) output arbi-
trarily. Some judgment inevitably enters the parameter selection, and this makes
difficult their rigorous defense. Guided in part by my instructions to model
'plausible semi-worst cases', and in part for model simplicity, I chose to keep the
box heights uniformly 100 meters above the valley floor.
Wind measurements were taken for the winter of 1984-1085 by the USDA Forest
Service, near Winthrop, in conjunction with TSP measurements by the Washing-
ton State Department of Ecology. In a 'semi-worst case' with overcast winter air,
winds typically blew down the valley at 1.5 mph from about 5 AM through 10
AM, were essentially calm from 10 AM through 5 PM, blew upvalley at 1.0 mph

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- 21 -
from 5 PM through 8 PM, and remained calm again until 5 AM. Please appreci-
ate, however, that these winds and schedules are approximate. Figure III-l of
Appendix I illustrates this schedule for the ventilation and winds.
Some experimentation and 'fiddling' went into the selection of the horizontal
diffusivities K, and Kt, and a vertical ventilation coefficient, Rt. For a one-layer
model, the vertical transport out the top of the boxes takes the form

dt

- R, C( j with
K,
In the absence of measurements for these transport parameters, one sensible route
is to estimate them through the Gifford-Pasquill-Turner stability classes. The
fundamental definition of diffusivities is:
v 1 dtr1 ( i  = u~x~ *** R> = — R*.i = ~^T

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R. W. BECK AND ASSOCIATES
PROJECT STAFF
Naydene Maykut, Project Manager
Mark Sadler
Lee Fortier
Karen Kerruish
Linda Kenney
Geralyne Rudolph
TTS
Ann Batson
WYNDsoEt
Halstead Harrison
James D. King & Associates
James King

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ACKNOWLEDGEMENTS
R. W. Beck and Associates sincerely appreciates the cooperation and
support of the Federal, State, and local agencies involved in this study. In
addition, special thanks are extended to the following people for their con-
tributions to the project.
D.S. Environmental Protection Agency
Rob Wilson
Lor en HcFhiUips
Washington Department of Ecology
Pam Jenkins
Darrell Weaver
Oregon Department of Environmental Quality
Barbara Tomblesom
Rim Olson
Dave 01sen
Howard Harris
USDA Forest Service
Charlotte Hopper
Elton Thomas
Washington State Department of Transportation
Reese Wardell
Jim Soderlind
Mac Maclvar
OMNI Inc.
Paul Burnet
MVIAC
Tina Heath
D. Joslin
Isabelle Spohn

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TABLE OF CONTENTS
Page
Number
Acknowledgements
Table of Contents
List of Tables
List of Figures
section
Number	Title
I. SUMMARY
1. Introduction
1-1
2. Study Plan
1-2
3. Results
1-3
4. Planning Coals
1-3
5. Air Quality Management Plan
1-4
6. Implementation
1-4
BASELINE DATA

1. Air Quality
ii-:
a. Applicable Air Quality Regulations
II-
b. Air Quality Data
II-!
2. Meteorology and Climate
II-!
MODEL SELECTION AND DEVELOPMENT

MODEL INPUT

Land Use Studies
IV-1
a. Sources of Information
IV-1
b. Assumptions
IV-1
c. Land Use and Zoning Considerations
IV-2
d. Methodology
IV-2
e. Study Results
IV-5
Air Quality Emissions Factors
IV-8
a. Sources of CO and TSP in the Early Winters

Study Area
IV-8
b. Aircraft Emissions
IV-10
c. Automobiles
IV-11
d. Wood Stove Emissions
IV-14
e. Source Activities
IV-18
f. Emissions Assumptions for Air Quality

Modeling
IV-20

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TABLE OF CONTENTS
(continued)
Section Page
Number 	Title	 Number
V. MODEL RESULTS
1.	Case Descriptions	V-l
2.	Results	V-4
VI. PLANNING GOALS
1.	Public Input	VI-1
2.	Planning Goals	VI-3
VII. MANAGEMENT STRATEGIES
1.	Relevant Strategies	VII-1
2.	Evaluation	VII-2
3.	Preferred Strategies	VII-2
VIII. AIR QUALITY MANAGEMENT PLAN
1.	Elements of the Plan	VII1-1
a.	Vood Smoke Control	VI1I-1
b.	Fugitive Dust Control	VIII-2
c.	Smoke Management	VI1I-4
2.	Implementation and Administration of Air Quality
Management Plan	VIII-4
a.	Public Education	VIII-4
b.	Veatherization, Certification, Limitation,
and Curtailment	VIII-4
c.	Draft 5 Proposed County Interim Ordinance	VIII-4
REFERENCES
APPENDICES
A.	Land Use Studies
B.	Department of Transportation and Traffic Study
C.	Robinson's Meteorological Data
D.	Methow Valley Air Quality Data
E.	Public Comments
F.	Draft 5 Proposed County Interim Ordinance

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LIST OF TABLES
Table

Number
Title
I1I-1
Ambient Air Quality Standards
III-2
PSD Increments
IV-1
Baseline Dwelling Unit Data (Permanent)
IV-2
Baseline Dwelling Unit Data (Permanent and Seasonal)
IV-3
Total Expected Increase in Dwelling Units
IV-4
Expected Increases in Dwelling Units, Winthrop and Twisp
IV-5
Projected Tourist Accommodations for NAAQS and PSD
IV-6
Sources of Pollutants to be Considered for NAAQS and PSD
IV-7
Emission Factors for General Aviation Piston Aircraft per Landing/

Takeoff Cycle
IV-8
Hot and Cold Emission Factors
IV-9
Factors Affecting Pollutant Emissions from Wood Burning Devices
IV-10
Uood Stove Emission Factors
IV-11
Source Activity Percentages
V-l
Model Results
V-2
Model Results Year 2010 Vs. 24-Hour PSD Class II Increment

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LIST OF FIGURES
Figure Number 	Title
III-*1	Schedule for Ventilation and Winds
III-2	Emission Schedule
V-l
(2a)
Case
2a
TSP Emission Density
V-l
(2b)
Case
2b
TSP Emission Density
V-l
(3a)
Case
3a
TSP Emission Density
V-l
(3b)
Case
3b
TSP Emission Density
V-l
(Aa)
Case
Aa
TSP Emission Density
V-l
(Ab)
Case
Ab
TSP Emission Density
V-2
(la)
Case
la
CO 2A-Hour Average
V-2
(lb)
Case
lb
CO 2A-Hour Average
V-3
(2a)
Case
2a
CO 72-Hour Average
V-A
(2a)
Case
2a
TSP
2A-Hour Average
V-A
(2b)
Case
2b
TSP
2A-Hour Average
V-A
(3a)
Case
3a
TSP
2A-Hour Average
V-A
(3b)
Case
3b
TSP
2A-Hour Average
V-A
(Aa)
Case
Aa
TSP
2A-Hour Average
V-A
(Ab)
Case
Ab
TSP
2A-Hour Average
V-A
.(Ac)
Case
Ac
TSP
2A-Hour Average
V-5 (Aa-3a)
Case
Aa
TSP
2A-Hour PSD Increment
V-5
(Ab-3a)
Case
Ab
TSP
2A-Hour PSD Increment
V-5
(Ac-3a)
Case
Ac
TSP
2A-Hour PSD Increment
V-5
(2a-3a)
Case
2a
TSP
2A-Hour PSD Increment
V-5
(2b-3a)
Case
2b
TSP
2A-Hour PSD Increment
V-7

Hood
Smoke Control Strategy Evaluation

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SECTION I
SUMMARY
1. INTRODUCTION
Recent population growth and development in the Methov Valley and
projected future growth resulting from development of a destination ski resort
at Early Vinters have raised concerns in Okanogan County regarding current and
potential impacts on air quality. In order to identify potential impacts at
an early enough stage to circumvent a decline in the Valley's air quality, the
Okanogan County Planning Department undertook the development of an Air Qual-
ity Management Plan for the Methow Valley. The purpose of the plan is to
guide the County in its efforts to deal effectively with existing and pro-
jected air quality problems resulting from accelerated growth and develop-
ment. Particular attention should be given to projected air quality impacts
resulting from the development of a major destination ski resort at Early Win-
ters and other peripheral development.
The County Planning Department retained R. W. Beck and Associates
to conduct the study and develop the Air Quality Management Plan. Elements of
the study included an inventory and review of existing land use, demographic,
economic, and census data affecting air quality within the Methow Valley study
area. The study also involved forecasting contaminant concentrations, estab-
lishing planning goals, recommending implementation and management strategies,
preparing a study draft report and final Air Quality Management Plan.
The following report documents the findings of the consultant
study. Air quality data are presented in Section II, and air quality disper-
sion model selection and development are described in Section III. The input
data for the model are described in Section IV, and the model results are pre-
sented in Section V. Planning goals and public input ere discussed in Sec-
tion VI. Relevant management strategies are presented and evaluated, and the

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1-2
preferred air quality control strategies identified in Section VII. The Air
Quality Management Plan and implementation strategies for the plan are pre-
sented in Section VIII.
2. STUDY PLAN
As described above, the Okanogan County Planning Department
retained R. W. Beck and Associates to conduct an air quality study and develop
an Air Quality Management Plan for the Methow Valley. A project team was
assembled to provide expertise in all areas of concern for developing a
detailed and useful plan. In conducting the study, the team:
o Developed a customized box diffusion model for the Methow
Valley
o Assumed meteorological conditions reflecting past meteorolog-
ical data and approximating realistic worst-case conditions
o Developed' land use projections based on population figures
from Social Impact Research, Inc.'s (SIR's) study and distri-
bution patterns based on Okanogan County's 1983 study of
analogous ski areas
o Developed emission factors for the major sources of carbon
monoxide (CO) and total suspended particles (TSP) based on
recent literature values and incorporating results from a
recent survey of Okanogan County residents
o Ran the customized Methow Valley model for a variety ot
cases, including all combinations of "with" and "without" the
Early WinterB development and with and without the Draft 5
Proposed County Interim Ordinance (See Appendix F.)

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1-3
o Ran the model for the incremental changes between the 1978
baseline year and the maximum buildout year of 2010 for the
combinations described above to compare with the Preventions
of Significant Deterioration (PSD) increments
3. RESULTS
The results of the modeling effort shoved that the CO standard
would not be exceeded by 2010 with or without the Early Winters development.
However, the TSP standard and the PSD increment were exceeded in all cases for
the year 2010 with or without the development and with or without the ordi-
nance.
A. PLANNING GOALS
Public input from Methow Valley residents indicated that present
Valley residents placed a high value on clean air. Most citizens attending
the public meeting were interested not only in attaining the health standards
but also in protecting the Valley from significant visibility degradation.
Planning goals for the Air Quality Management Plan developed from the public
meetings and agency input include:
o
Health protection
o
Visibility protection
o
Minimizing hardship to present Valley residents
0
Maximizing public acceptance
o
Conserving wood supply
o
Low management cost
0
High strategy effectiveness
A number of wood smoke control strategies were evaluated using, the
planning goals. The most effective set of strategies emerging from this com-
parison were incorporated into the proposed Air Quality Management Plan.

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1-4
5. AIR QUALITY MANAGEMENT PLAN
The Air Quality Management Plan, which would guarantee meeting the
PSD increments and, at the same time, be most responsive to the present Valley
citizen's planning goals, consists of the following strategies:
o Wood Smoke Control
Public Education
Weatherization
Limitation
Episode Curtailment
o Fugitive Dust Control
o Smoke Management for Prescribed Burning
6. IMPLEMENTATION
The Air Quality Management Plan would be most effectively imple-
mented and administered -through County and city ordinances similar- to -the
Draft 5 Proposed County-Interim Ordinance. The most commonly used' enforcement
vehicles are the city and- County building codes. Elements of the implementa-
tion program include:
o County and City Air Quality Control Ordinances
Fugitive Dust Control
Episode Curtailment
o County and City Building Code
Wood Stove Limitation
Weatherization
o Public Education Programs in Cooperation with American Lung
Association and Public Schools
o Smoke Management of Prescribed Fires - DSDA Forest Service

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SECTION II
BASELINE DATA
1. AIR QUALITY
a. Applicable Air Quality Regulations
The Air Quality Management Plan must address two	important Federal
and State air quality regulations: the National Ambient Air	Quality Standards
(NAAQS) and the PSD. The two regulations require different	approaches, which
are discussed separately below.
(1) National Ambient Air Quality Standards (NAAQS)
The NAAQS are designed to protect human health and welfare. The
Federal and State ambient air quality standards shown in Table II—1 apply in
all areas of' the State of Washington. The annual standards are never to De
exceeded; short-term standards (24 hours or less) are not to be exceeded more
than once per year (except for the 1-hour sulfur dioxide standard which is not
to be exceeded more than twice in any 7 consecutive days).
Only two pollutants, carbon monoxide (CO) and total suspended par-
ticles (TSP), have present and projected emissions of significant levels to be
of concern for the proposed distination ski resort. These pollutants were
identified as potentially significant during preparation of the USDA Forest
Service EIS (1984). In previous impact studies (USDA Forest Servicef 1984,
and Wilson, 1984), the air quality levels resulting from the proposed resort
for these two pollutants were estimated and compared to the most restrictive
NAAQS. The effects of the proposed eki development on the 24-hour particulate
standard and 1- and 8-hour CO standards were considered for the maximum build-
out year 2010.

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II—A
TABLE II-l
AMBIENT AIR QUALITY STANDARDS
	NATIONAL	
	Pollutant	 Primary	 Secondary
Total Suspended Particles (ug/nP)
Annual Geometric Mean ... 75	60a
24-Hour Average 	 260 ug/m^	150
Sulfur Oxides (SO?)
Annual Average 	 80 (0.3 ppm)
2A-Hour Average 	 365 (0.14 ppm)
3-Hour Average 		1300(0.50 ppm)
1-Hour Average
Carbon Monoxide
8-Hour Average 	 10 mg/m^(9 ppm) 10 mg/m^(9 ppm)
1-Hour Average 	 40 mg/m^(35ppm) 40 mg/m^(35 ppm)
Photochemical Oxidants
1-Hour Average 	 160(0.08 ppm) 160(0.08 ppm)
Nitrogen Dioxides
Annual Average 	 100(0.05 ppm) 100(0.05 ppm)
Hydrocarbons (Non-Methane)**
3-Hour Average 	 160(0.24 ppm) 160(0.24 ppm)
WASHINGTON
State
60
150
0.02 ppm
0.10 ppm
0.40 ppm''
10 mg/m3(9 ppm)
40 mg/m3(35 ppm)
160(0.08 ppm)c
100(0.05 ppm)
160(0.24 ppm)e
NOTE:
Annual standards never to be exceeded; short-term standards not
to be exceeded, more than once per year unless noted.
ug/m3 ° micrograms per cubic meter
ppm ¦ parts per million
rng/m^ ° milligrams per cubic meter
FOOTNOTES:
(a)	- This is not a standard; rather it is to be used as a guide
in assessing whether implementation plans will achieve the
24-hour standard.
(b)	- 0.25 ppm not to be exceeded more than two times in any
7 consecutive days.
(c)	- Applies only 10 a.m. - 4 p.m. PST from April 1 through
October 31.
(d)	- This is not a standard; rather it is to be used as a guide
in devising implementation plans to achieve the oxidant
standard.
(e)	- Applies only 6 a.m. - 9 a.m. PST from April 1 through
October 31.

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II-2
(2) Prevention of Significant Deterioration (PSD)
PSD regulations apply to areas having air of better quality than
required by the NAAQS. PSD regulations are only applied to control TSP and
sulfur dioxide (SOg). In these clean-air areas, the air quality is only
allowed to deteriorate a small amount. The amount of degradation allowed is
known as an increment. Three increment levels have been established based on
the three PSD air quality classifications: Classes I, II, and III. All Fed-
eral national parks or wilderness areas are Class I areas, and the air quality
is carefully protected. All other areas, such as the Methow Valley, were des-
ignated Class II. Air in Class II areas is allowed to degrade slightly more
than in Class I areas. No Class III areas were designated (Clean Air Act
Amendments, 1977). Higher pollution levels are allowed in Class. Ill - areas;
however, Class III areas-are only established through a redesignation proce-
dure. Only states and Indian-governing bodies can redesignate the PSD status
of portions within their - boundaries. PSD increments for each class designa-
tion are shown in Table II.-2.
TABLE II-2
PSD INCREMENTS
Increment (ug/m^)
	Pollutant	Class I Class II Class III
Total Suspended Particles:
24-Hour 	 10	37	75
Annual Geometric Mean .... 15	19	37
Sulfur Dioxide (SO2):
3-Hour 		25	512	700
24-Hour 		5	91	182
Annual Mean		2	20	40
Increments for S02 are shown in Table III-2; however, the amount
of this pollutant resulting from the proposed Early Winters development would
be negligible. There are no PSD increments for CO.

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II-3
The particle levels in a baseline year are compared to the levels
in a future year to determine whether the allowed increment is exceeded. The
baseline year is established by Air Quality Control Region (AQCR) in Washing-
ton. The baseline year £or an AQCR is the year the £irst complete PSD appli-
cation for a new or modified source within the AQCR is submitted. Each AQCR
has a baseline year for each of the two PSD pollutants, TSP and sulfur diox-
ide. The TSP baseline year for Okanogan County is 1978, and was triggered by
the completed Boise Cascade facility PSD application submitted August 3, 1978.
Emissions for the baseline year were determined by simulating con-
ditions existing in the Methow Valley during the PSD baseline year of 1978.
Emissions for the maximum buildout year, 2010, for the designation ski resort
were estimated. These two results were compared to estimate the net change of
air pollution concentrations in the Valley.

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II—5
b. Air Quality Data
Limited air quality data are available for the Methov Valley. TSP
monitoring was conducted in Mazama from February 1975 through July 1977, and
in Winthrop from April 1975 through June 1977. Data obtained in these efforts
3
shoved December and January 24-hour average TSP levels of .2-15 ug/m
3
(Mazama) and 7-86 ug/m (Winthrop). Annual geometric mean TSP concentra-
3	2
tions ranged from 13-18 ug/m in Mazama to 25-35 ug/m in Winthrop. Peak
3
24-hour average data were recorded in the fall and ranged from 156 ug/m in
3
Mazama to 113 ug/m in Winthrop. The maximum values for both Mazama and
Winthrop occurred the same day, October 15, 1976, which was noted as a windy
3
day. The second highest -measurements from this monitoring era were 96 ug/m
3
in Mazama and 104 ug/m. in Winthrop.
The WDOE is presently conducting TSP monitoring in one location in
the Methow Valley. This monitoring effort was initiated in December 1984.
The sampler is located near Carlton on. the southern edge of the Btudy area.
The maximum value during the December 1984 through March 1985 period was
45 ug/m and occurred on January 1, 1985 (WDOE, 1985).
No other air quality data are reported for the study area.
2. METEOROLOGY AND CLIMATE
The meteorological data base consists of results of impact studies
for the recreational development at Early Winters. Studies performed include
a meteorological (wind speed and direction) comparison at two locations in the
Methow Valley conducted by the WDOE concurrent with the December 1984 to Janu-
ary 1985 TSP monitoring (WDOE, 1985)» a qualitative study reported by the USDA
Forest Service in the Environmental Impact Statement (EIS) for the proposed
Early Winters Alpine Winter Sports Area (USDA Forest Service, 1984) involving
photographs and visual observations, and studies by Robinson and Boyle (1977)
of meteorological and dispersion-related data for the Valley. The WDOE study

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II—6
is of a more limited time frame, and was not used in this study. The Robinson
and Boyle study in the winter of 1976 and 1977 is an analysis based on mea-
sured wind speed and direction, the temperature at three locations near the
destination ski resort development site, and atmospheric stability measure-
ments taken using an acoustic sounder. Results of the Robinson and Boyle
study are used in this study to estimate the dispersion characteristics of the
study area.
The Robinson and Boyle data indicate that a frequent surface inver-
sion layer formed in the Valley and vent through several lifting and reforming
cycles during the day. The apparent reason for the variability in the height
of the surface layer is the rough mountain valley topography, with cold drain-
age flow into the main Methow Valley from Early Vinters canyon and the steep
valley sides. Robinson and Boyle's interpretation of the data is that moder-
ate mixing exists throughout the lowest 100 meters of the atmosphere. Robin-
son and Boyle further state that, in terms of Pasquill stability types, Type C
(weak or light turbulence) during daytime and Types E and D (slightly - stable
or neutral) dispersion conditions can be considered average conditions for-the
surface layer. Robinson and Boyle conclude that persistent, highly stable
periods are uncommon and likely to be accompanied by mixing heights of
150 meters or more. Average wind speeds were found to be low, with a median
daytime speed of 2 mph and average nighttime speed of 1 mph at Shafer Field.
Robinson and Boyle conclude that a mixing depth of 200 m could be used as a
generally conservative value for daytime conditions, with wind flow, up and
down valley during daytime and nighttime periods, and wind speeds of 2 mph for
daytime winds and 1 mph for nighttime.
The visual observation and photography study reported in the USDA
Forest Service E1S provides data that correspond to results of the Robinson
study. The visible haze layer observed is indicative of the mixing height of
the inversion layer reported by Robinson and Boyle of 150-200 meters. The
visual observation citings were often in mid-afternoon, which constitute evi-
dence of persisting stable atmospheric conditions. The EIS reports, based on
temperature data, that moderately severe inversion episodes could occur three
to four times per year, each lasting 4 to 6 days.

-------
II—7
Climate information is necessary to determine wood consumption and
veatherization needs. The U.S. Weather Bureau and the Cooperative Extension
Service (WSU, 1965) reported temperature and precipitation data for the
30-year period of 1931 to 1960 at Winthrop. Heating degree values used to
estimate wood consumption were from this report*

-------
ADpendix I Section 3
Model Selection and Development

-------
III-2
terrain-caused mechanical turbulence and vide canyon drainage both tend to
increase dilution. The approaches used for up- and down-valley flows may not
be representative of the most stable, cold weather conditions.
The model used in this study was specifically developed by
Dr. Halstead Harrison for determining impacts in the Methov Valley drainage
area. The model input values and the modeling approach have been approved by
the EPA Region X. The model was used to estimate impacts for a pre-develop-
ment base year, the impacts for the proposed development, and to determine the
effectiveness of the Draft 5 Proposed County Interim Ordinance to ensure the
PSD Class II TSP air quality increment is not exceeded.
The model developed is a box model which assumes uniform emissions
within each box. Specific model assumptions are:
o The horizontal spatial resolution was 0.5 mile, or the box size was
one-quarter section.
o Valley channels were taken as approximately within the 2,400-foot
contours at the heads of the valleys, broadening to the 2,000-foot
contours at Winthrop and Twisp, and with a valley foot about
14 miles south of Twisp (in Township-Range-Section 31-22-22).
o A "plausible semi-worst case" was postulated, for which:
—	An inversion lid was assumed to be 100 meters above the local
valley floor
—	Dp- and down-valley winds between +1.0 mph and -1.5 mph (up-
valley winds assigned positive values; down-valley winds
negative) were assumed, with ventilation rates of 0.08 hr

-------
Ill —3
and 0.25 hT through the inversion lid. The wind and ven-
tilation diurnal time schedule is illustrated in Fig-
ure III-l. These ventilation rates correspond roughly to the
Gifford-Pasquill-Turner classifications B-C, and C-D, respec-
tively (Figure III-l).
—	Diffusive cross-, up-, and down-valley eddy coefficients were
parameterized as equal to the grid scale (0.5 mile) timeB
one-half the magnitudes of the up- and down-valley winds,
plus 0.5 mph (Figure III-l).
—	Emissions from cars, .wood stoves, and aircraft .were appor-
tioned to each of the 409 spatial box elements, with diurnal
emission schedules as illustrated in Figure III-2.
—	The model's boundary conditions were taken as reflective -at
the valley sides, constant gradient at the valley heads, and
absorptive at the southernmost valley foot.
—	The model was run for three simulated days, starting from a
clear-air start, with time steps varying between 10 and
15 minutes.
The meteorological assumptions used in modeling correspond approxi-
mately to postulated worst-case episodes occurring nearly 10 times.per winter
as described by Robinson and Boyle (1977).
Emission inputs to the model are based on expected land use pat-
terns and air pollutant emissions. These are presented in Section IV.

-------
Schedule for Ventilation anJ Hinds
1.2 .
1.1 *
(hrsM)
r
Hinds ->
48
hours ->
Figure III— 1

-------
Em55ion Schedule
fraction
per hour
- woodstoves
Kidnight
Midnight
noon
Figure III—2

-------
Aopendix I Section 5
Model Results

-------
SECTION V
MODEL RESULTS
As identified previously in this report, the two pollutants of con-
cern for the Methov Valley are CO and TSP.- The level of these pollutants
present must not exceed the NAAQS. (See Table V-l.) In addition, TSP is cov-
ered by PSD regulations, requiring that the increment, which is an allowable
increase in TSP levels, never be exceeded. (See Table V-2.) The PSD increment
is more limiting than the NAAQS since the air will only be allowed to be
3
degraded 37 ug/m in any 24-hour period, while the NAAQS 24-hour standard is
3
150 ug/m . Concentrations for TSP must be estimated for a baseline year
using the emission levels occurring during this year. These results are than
compared to modeling results of projected maximum project buildout impacts.
The net increase in estimated TSP concentrations from the baseline year to the
maximum emission year for the development must be equal to or below the allow-
able increment.
Modeling was performed for"both TSP and CO. For the modeling runs,
maximum project emissions were estimated for the year 2010. The baseline year
used for TSP emissions was 1978.
The ventilation and wind schedules used for all model runs are
shown in Figure III-l. Peak wind speeds are at mid-day, rapidly decreasing by
early afternoon and remaining low until mid-morning. The modeled daily emis-
sions schedule are as shown in Figure III-2. Vood stove use remains fairly
constant until very early morning; vehicle emissions peak at noon, remain high
until late afternoon, and decline to the daily low after the. bars close; and
aircraft emissions were modeled as constant between 8 a.m. and 4 p.m.
CASE DESCRIPTIONS
Four principal modeling scenarios were examined to determine CO and
TSP impacts. Case 1 (a and b) estimated the CO impacts in the year 2010 with
and without the destination ski resort, both assuming no control ordinance.

-------
V-2
Case 2 (a and b) was a similar examination for TSP — year 2010, with and
without the resort and no control ordinance. Case 3 (a and b) examined TSF
levels for a baseline year, 1978, and for 1985 to determine increased impacts
to-date in the study area. Case 4 (a, b, and c) looked at year 2010 with and
without the resort with a control ordinance.
The model predictions for all of the case runs depend on the input
factorB of the spatial distribution and quantity of emissions. The land use
and emissions analyses resulted in emission density maps for each case which
were used as input conditions for the model. The emission density maps for
the six different scenarios for the TSP emissions are shown in Figure V-l (2a)
to Figure V-l (4b). (NOTE: The case numbers are presented in ( ) for the fig-
ures in this section. The cases are defined in Table V-l.)
Results from the modeling runs including case type, pollutant,
project development and control status, and peak concentration value and peak
concentration location are shown in Table V-l. AJ.1 model results are shown in
concentration density maps (Figure V-2 (la) to Figure V-10). The case type
descriptions are presented in the following paragraphs.
Case 1 is for CO for year 2010 with and without the proposed des-
tination ski resort. Case la, with the destination ski resort, shows a
24-hour maximum impact of 4.8 ppm, compared to Case lb, year 2010 witnout the
resort, with a predicted maximum 24-hour levels of 2.0 ppm. For CO, the Fed-
eral standards specify 8-hour averages, rather than 24. Because the phase
angles of the maximum 8-hour average vary widely throughout the map, the high-
est 8-hour averages were not calculated at every point. However, the time-
resolved concentrations at three critical points on the map — near Early Win-
ters, Ninthrop, and Twisp — are plotted in Figure V-3, where it can be seen
that the highest 8-hour average is about 20% higher than the 24-hour average
at Early Winters, about 30Z at Winthrop, and about 20Z at Twisp. Thus, the
highest predicted 8-hour CO averages are about 5.8 ppm for Case la and 2.5 ppm
for Case lb. The maximum 8-hour CO concentrations occurred near the proposed
destination ski resort site.

-------
north
Chewack
River
sr.
HETHOH VALLEY AIR-QUALITY SIMULATION
1,511+05 < ¦	<	1.88E+85
1.13E+65 < ¦	(	1.51E+05
7.54E+04 < ¦	<	1-13E+05
3.77E+04 < a	<	7.541+04
0.00E+00 { ^	{	3177E+04	Figure V-1 (2a)
ISP Emssions	I2al

-------
north
HETHOH VALLEY AIR-QUALITV SIMULATION
1.63E+65 < ¦ <	1.29E+05
7.73E+04 < ¦ <	1.03E+05
5.15E+84 < ¦ <	7.73E+04
2.58E+04 ( b <	5.15E+04
0.00E+00 { D <	2.58E+04 gn/das	Figure V-1 (2b)
TSP Enissions	[21]

-------
V-4
2. RESULTS
The maximum predicted increment usage exceeds the 24-hour PSD
3
Class II increment for TSP of 37 ug/m for all cases. Model results indi-
cate that for all cases studied, with or without the destination ski resort,
and even with the Draft 5 Proposed County Interim Ordinance, further control
strategies are likely to be needed to meet the TSP 24-hour PSD increment. The
PSD program is designed to set an upper limit on the allowable degradation of
air quality.
There are uncertainties inherent in all diffusion models, and addi-
tional uncertainties in model input assumptions. Results of these uncertain-
ties can- cumulatively approach a factor of 2. If the assumptions are more
conservative ..than actual conditions, then model results are likely to be over-
predicted. However-, the uncertainties in the predicted increment values
should t>e considerably less than those for predicted pollution values. This
occurs because some of the errors in estimates will cancel when the values are
subtracted.
Overall, pollution levels predicted by this modeling exercise are
similar to'those predicted by other studies. Wilson (1984) estimated maximum
3
TSP concentrations near 400 ug/m . A recently completed thesis on the air
quality in the Methow Valley by Grotheer (1985) predicted maximum of
350 ug/m Grotheer's results were for year 2000 and assumed no control.
Neither Wilson nor Grotheer had access to the emission density information
that was available to this present study.
The results of the increment usage (Cases 4a-3a through 2b-3a) are
Bhown in Table V-2. The increment consumed by each case is also compared to
the allowable PSD increment in Table V-2. For all cases the net gain of pol-
lutant exceeds the amount allowable, indicating that changes in the control
strategies are required. Likely, a stricter degree of control measures than
the Draft 5 Proposed County Interim Ordinance will be needed to meet the
Class II increments. Additional control strategies are presented, evaluated,
and discussed, in Section VII.

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TABLE V-l
MODEL RESULTS
Early Control Highest Location
Case
Year
Pollutant
Winters
Ordinance
24-hr Avg.
of peak(s)
la
2010
CO
With
Without
4.8
ppm
ev


lb
2010
CO
Without
Without
2.0
ppm
ev
w
tt
2a
2010
TSP
With
Without
539
ug/m3
ev
vw

2b
2010
TSP
Without
Without
332
ug/m3
ev
WW
tt
3a
1978
TSP
Without
Without
197
ug/m3

w
tt
3b
1985
TSP
Without
Without
157
ug/m3
ev
vw
tt
4a
2010
TSP
With
With
225
ug/m3
ev
w
tt
4b
2010
TSP
Without
With
195
ug/m3
ev
vw
tt
4c
2010
TSP
*

181
ug/m3
ev
vw
tt
4a-3a
—
TSP
—
—
125
ug/m3
ev


4b-3a
—
TSP
—
—
64
ug/m3
ev
w

4c-3a
—
TSP
—
—
63
ug/m3

WW

2a-3a
—
TSP
—
—
489
ug/m3
ev


2b-3a
—
TSP
—
—
219
ug/m3
ev
VW

CO and TSP refer to Carbon Monoxide and Total Suspended Particles.
The units (ug/m3, ppm) are micrograms per cubic meter and parts per
million, by volume.
The locations (ev, ww, and tt) refer to the upper Methov Valley near the
proposed Early Winters site, near Winthrop, and near Tvisp.
* Case 4c assumes the same emissions from the northwestern boundary of
Winthrop south to Carlton as 4a; emissions in the upper Methov Valley
are held to 1985 levels.
It should be emphasised that the last five entries are increments.

-------
TABLE V-2
MODEL RESULTS YEAR 2010
VS. 24-HOUR PSD CLASS II INCREMENT


TSP
Highest

Amount

Early
Central
24-hr
PSD
Exceeding
Case
Winters
Ordinance
Increment
Increment
Increment
4a-3a
With
With
125
37
88
4b-3a
Without
With
64
37
27
4c-3a
*
*
63
37
26
2a-3a
With
Without
489
37
452
2b-3a
Without
Without
219
37
182
* 4c - Ordinance applies to Winthrop south; no gain of emissions
northwest of Winthrop from 1985 levels. Results for
year 2010.

-------
Appendi x II
Additional Results: Temporal Behaviour
of Carbon Monoxide

-------
m
HETHOH UftLLEV fllR-QUALITV SIMULATION
4.00E+0B < ¦ < 5.001+08
3.80E+80 <
2.08E+00 <
1.00E+00 <
0.00E+00 <
CO at 6 hrs.
¦	<	4.00E+80
=	<	3.00E+00
s	<	2.00E+00
°	<	1.001+00 PPM
[la]
a.
Twisp
River
Earls Winters -)
jWt IN III
M in Hli
DKMMIW
)Mi MM (Ml taw
north -->
Chevack Fiver


-------
I
Chewack
Winters
nnnu
rr#1
rrn
&
HEIHOH VftLLEV AUt-QUALIT? SIMULATION
7.29E+04 <	¦	<
5.46E+04 <	¦	<
3.64E+04 <	o	<
1.82E+04 <	b	<
0. B0E+08 <	o	<
9.11E+04
7.29E+04
5.46E+04
3.64E+04
1.82E+04 sfM/day
Figure V-1 (3a)
ISP Ettissions
I3a]

-------
Chewack
River
Earls
Winters
I t M H 1 *
fej
HETHOH VALLEV ftlS-QUALlTV SIMULATION
4.48E+04 < «	<	5.60E+04
3.36E+04 < ¦	<	4.48E+04
2.24E+04 < ¦	<	3.36E+04
1.12E+04 < b	<	2.24E+04
0.00E+00 < D	<	1.12E+04 g*/dag	Figure V-1 (3b)
ISP EHissions	[31]

-------
CheHack
Fiver
l
Earls
Winters
METHOH VALLEY AIMUALITY SIMULATION
7.13E+84 < ¦ <	8.S1E+04
5.35E+04 < ¦ <	7.13E+04
3.56E404 < o <	5,35E+04
1.78E+84 < B <	3.56E+64
0.80E+60 < ~ <	1.78E+04 gw/day
ISP EMissions	[4a]
Figure V-1 (4a)

-------
a
HEIHOH VALLEY AIMUALIIY SIHULAIION
5.95E+04 < ¦	<	7.43E+04
4.46E+B4 < ¦	<	5.95E+04
2.97E+04 < ¦	<	4.46E+04
1.49E+B4 < a	<	2.97E+04
0,80E+00 < n	<	1.49E+04 gn/day
ISF Emissions	[4J>]
Figure V-1 (4b)

-------
METHOU VALLEY AIR-QUALITY SIMULATION
3.88E+00 < ¦	<	4.80E+80
2.96E+88 < ¦	<	3.88E+00
2.04E+80 < a	<	2.96E+08
1.11E+00 < a	<	2,04E+0B
1.90E-01 < a	<	1.11E400 pph
CO 24-hr. Avg.	Hal
Figure V-2 (1a)

-------
Chewack
winters
I
a
METHOM VALLEY AIR-QUALITY SIMULATION
1.63E+00 < ¦	< 2.B0E+80
1.25E+00 {¦	< 1.63E+B8
8.79E-01 < B	< 1.25E+00
5.04E-0K b	< 8.79E-01
1.30E-01 ( ^	( 5.04E-01 PPM	Figure V-2 (1b)
CO 24-hr. Avg. [11]

-------
Carkn Monoxide C2a3
PPW
5 PPH
Figure V-3 (2a)

-------
V-3
The remainder of the runs are for the TSP cases. Cases 2a and 2b
project uncontrolled concentrations in year 2010, with and without the
resort. Both cases, with the project (Case 2a) and without the project
(Case 2b), dramatically exceed air quality standards. Cases 3a and 3b are
baseline runs for 1978 (Case 3a) and for 1985 (Case 3b). Maximum values for
these two cases, from Table V-l, indicate the maximum values decrease from
197 ug/m^ in 1978 to 157 ug/m^ for 1985. This decline in TSP maximum val-
ues is due to- the closure of the Twisp mill. Although modeled peak concen-
tration values declined, the concentration densities shown in Figure V-l (3b)
for 1985 have increased in the upper Methow Valley. The 1979 maximum was in
the Twisp area. Subsequent to the Crown Zellerbach mill closure, the model
indicates peak particle levels have declined in the Twisp area. However, in
the Early Winters and Winthrop areas, concentrations have increased.
Cases 4a, 4b, and 4c are for year 2010, each with different control
strategies. Case 4a is with the destination ski resort and with the Draft 5
Proposed County Interim Ordinance. Case 4b is without the project and with
the ordinance, and Case 4c is with the project and a stricter ordinance pro-
hibiting any new solid fuel burning devices in the upper Methow Valley.
Case 4c was an attempt to determine if air quality standards and
increments could be attained by having a stricter ordinance apply to a select
area. In this case (year 2010), the upper Valley emissions are kept constant
with the 1985 by emissions by not allowing any additional stoves. In addi-
tion, the Draft 5 Proposed County Interim Ordinance is applied to the rest of
the Valley from the northwestern border of Winthrop south throughout the mod-
eled area.
The last five cases shown in Table V-l and in Figure V-2 (4a-3a) to
Figure V-2 (2b-3a) are the predicted increment usage for the TSP cases. The
predicted impacts of the baseline year 1978 are subtracted from the predicted
impacts in 2010 for each box, resulting in maps of predicted increment usage.

-------
Chewack
River
Earls
Winters
fei
HEIHOH UfiLLEY AIR-QUfiLITY SIMULATION
4.35E+02 < *	< 5.39E+02
3.31E+02 < ¦	< 4.35E+02
2.27E+02 < a	< 3.31E+02
1.23E+02 < s	< 2.27E+02
1.96E+01 {D	< 1.23E+02 MU SM/Ha3 Figure V-4 (2a)
ISF 24-hr.	Avs. [2a]

-------
1111	1111
IflfiiiijIil^^HiittH
¦¦wmiHHBiiittll
^^^¦ililiitiltttlitailtllltl
^^^¦iiHttiiiiifiiiiii:::;::
i
Early
Winters
Chewsok
Fiver
HETHOU VALLEY AIMUALIIV SIMULATION
2.68E+02 < ¦	< 3.32E+02
2,05E+02 < ¦	< 2.68E+B2
1,42E+82 < 0	< 2.05E+82
7.83E+01 < B	< 1.42E+02
1.49E+01 < D< 7.83E+81 Mil SM/Ha3 Figure V-4 (2b)
TSP 24-hr. Avg.	[211

-------
I
Early
Winters
Chewack
River
HETHOU VALLEY AIR-QUALITY SIHULATION
1,58E+02 < ¦	<	1.97E+B2
1.20E+02 < ¦	<	1.58E+02
8.10E+01 < a	<	1.20E402
4.24E+01 < B	<	8.10E+01
3.88E+00 < 0	<	4.24E+01 MU JH/Ha3 Figure V-4 (3a)
ISP 24-hr,	Avg.	£3a-19791

-------
muiiC."* aiitttt
I
Early
Winters
Chewack
River
HETHOH VALLEY AIMIIALIIV SIMULATION
1,26E+02 <	¦
9.S1E+81 < ¦
6.58E+01 < ¦
3.55E+01 < a
5.25E+00 < n
1.57E+02
1.26E+02
9.61E+01
6.58E+01
3.55E+01 mi Sfh/V3
Figure V-4 (3b)
ISP 24-hr. Avg. 131-1985]

-------
north
: Chewack
3 River
MEIHOH VALLEY AIR-QUALITY SIMULATION
1.82E+02 <
¦
<
2.25E+02
1.39E+02 <
¦
(
1.82E+02
9.57E+01 <
EH
<
1.39E+02
5.26E+81 <
B
(
9.57E+01
9.55E+00 <
~
(
5.26E+01 mu gH/V3
ISP 24-hr.
Avg.

[4al
Figure V-4 (4a)

-------
liltitllHl
¦ lllftiltli
m: ¦¦¦¦¦§ ill iiiBH
IHHIliilKHlilillUtal
Itlililltllliiiittitfflilt
¦	uutttiiiiititi::::::::
¦	iiMitiiiiiitr--: s;t»
Earl a
Winters
i Chewack
B River
HETHOU VALLEY AIHUALITIf SIMULATION
1.57E+92 < ¦	< 1.95E+82
1.20E+02 <	¦	< 1.57E+02
8,25Et01< b	< U8E+02
4.51E+01 <	a	< 8.25E+01
7,74E<00 ( D	< 4.51E+01 mgn/*A3 Fioure v-4 (4b)
ISP 24-hr.	Avg.	[411

-------
¦	¦	lilt« i ¦¦
¦	¦ eeimie 11111 * si*
¦	¦¦¦it ti in iiiiii i in i
Iiniiimiitiiii":::":
iiiinninn|l**;::::ii
Chewack
River
i
Early
Winters
KETHOU UftLLEV AIR-QUALIIV SIMULATION
1.46E+02 <	¦
1.11E+02 <	«>
7.57E+B1 <	¦
4.05E+0K	B
5.25E+B8 <
1.81E+82
1.46E+02
1.11E+82
7.57E+01
4.05E+01 mu sm/ma3
Figure V-4 (4c)
ISP 24-hr. Avg, [4c]

-------
iliiiitiB
!lfiltlill
I
Early
Winters
j i ¦ 11111
Twisp
River
Chewack
River
HETHOH VALLEY AIR-QUALITV SIMULATION
1.01E+82 <	¦*	(	1.25E+02
7.65E+01 < ¦	<	1.61E+02
5.22E+01 < ¦	<	7.65E+01
2.79E+81 < a	<	5.22E+01
3.55E+00 < D	<	2.79E+01 Mil SM/Ha3 Figure V-5 (4a-3a)
ISP 24-hr.	Avg	I4a-3al

-------
Chewack
Winters
HEIHOH VALLEY AIS-tOALIII SIHULAIION
5.01E+01 < ¦
<
(.44E+81
3.58E+01 < ¦
<
5.01E+01
2.14E+01 < ¦
<
3.58E+01
7.12E+00 < b
<
2.14E+01
7.28E+00 < a
<
7.12E+00 Ml gn/HA3 Figure V-5 (4b-3a)
ISP 24-hr. Avg.

I4l-3al

-------
Chewack
River
I
Earls
Winters
METHOH VALLEY AIR-QUALITY SUMMON
4.59E+B1 ( ¦	(	6.26E+81
2.91E+01 < "	<	4.59E+01
1.24E+01 < b	<	2.91E+01
-4.36E+00 < a	<	1.24E+01
¦2.11E+B1 < D	(	-4.36E+00 MU ffW/MA3 Fiflure V-5 (4c-3a
ISP 24-hr. Avg.	[4c-3»]

-------
Earls
Winters
Chewack
River
ilI	Lnxd
Iwisp
tltlMtiiltl
ilillltttlll
llltlltilllt
tlltttlltlftititi
itimtittit
Itllllfltt
tlitlffIttit
lltiiltllt
linn
imtiii
iitiiiiiii
iifltmif
suit
METHOH VALLEY A1MIIALIIY SIMULATION
3.94E+02 < ¦	<	4.89E+02
2.99E»02< ¦	<	3.94E+02
2.04E+02 < B	<	2.99E+02
1.09E+02 < b	<	2.84E+02
1.36E+01 < n	<	1.09E+02 HU g«/«A3 Figure V-S (2a-3a)
ISP 24-hr. Avg,	I2a-3a3

-------
Illlltil
hiimBBHHH::
IMiiittiiitinaii
iitt«»iiit
-------
I
I
I
I
I
I
I
I
I
I
HETKOM VALLEY AIR-QUALITY SIMULATION
4.00E+08 < *	<	5,06E+80
3.00E+00 < ¦	<	4.00E+08
2.00E+08 { ¦	<	3.00E+00
1.00E400 { a	{	2,00E+00
0.00E400 < o	<	1.00E+00PPB
CO at 18 hps.	Hal
Early Winters ->
north -->
Chewack River


-------
METHOU IIALLEV AIR-QUALITV SIMULATION
4.00E+60 < ¦. { 5.00E+00
<	4.00E+00
<	3.00E+00
<	2.00E+00
<	1.00E+00 PPM
3,00E+00 <
2,08E+00 <
0,00E+08 <
a
B
~
CO at 36 hps.
Earls Winters -) l|f
jiiii
north -->
Chewack River
°r.\o

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HEIHOH VALLEY AIR-QUALITY SIMULATION
¦
4.00E+00 <
3.00E+00 <
2.00E+B0 <
1.B0E+88 <
0.00E+00 <
s
B
~
CO at 42 hps.
S.I
4.80E+00
3.1
2.1
i.lMiMB pp«
[lal
Early Winters ->

™53|
MWIMM

¦
¦
f.l
E
¦
llSJjjU
E
a
1
¦MIMMMMfa
zx:i:
lliliE
- = =F
8
north -->
335233
triti
Chewack River

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HETHOU VALLEY AIR-QUALITY SIHULAIIOH
<
4.
3,001+80 <
2.001+00 <
1.00E+00 <
0.00E+00 <
¦
»
E
5
0
CO at 54 hrs.
<	5.00E+00
<	4.00E+00
<	3.00E+00
<	2.00E+00
(	1.00E+00 fpm
Hal
Early Winters ->
north —>
Chewack River
P


-------
CO at (( hps.
HETHOH VALLEY AIR-QUALITY SIMULATION
u
b
B
~
4.60E+00 <
3.08E+00 <
2.00E+00 <
1.00E+00 <
0.08E+00 <
5.1
4.08E+00
3.00E+00
2.B0E+80
1.00E+00 PPM
Earl!) Winters ->
north -->
rrm
Chewack River
°f»CC

-------
Appendi k III
Correspondence re Conservation of Mass
with D.G. Fox

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- 22-
Diffusivities from Gifford-Pasquil-Turner Stabilities
a% = 0.5 mile u = 1 mph •
Class

«*»
K,

Kt
R*,v
R,

km

m2s~l

m2«"'
hr«~l
hr»~l
A
4.5
0.91
58.4
1.96
17.5
6.31
0.325
B
6.2
0.91
42.4
1.10
5.5
1.97
0.236
C
9.5
0.91
27.6
0.92
2.42
0.87
0.154
D
15.5
0.91
17.0
0.52
0.38
0.139
0.094
E
21.0
0.91
12.5
0.48
0.126
0.045
0.070
F
43.0
0.91
6.1
0.44
0.018
0.006
0.034
The preceding table presents conversions from G-P-T stability classes, for
a, f = 6x — 6y = 0.5 miles = 804 meters, 6z = 100 meters, and « = 1 mph =
0.44 me'1. Shown also on this table are values for Rt>t and R, in units of recipro-
cal hours. These latter two numbers are the coefficients to be used by the model
for vertical ventilation and horizontal diffusion, respectively. At various times in
the campaign of simulations values of R, were explored between .04 and 0.25
Ar«-1, and Rt>1 between 0 and 3 A™-1. The plots and tables of Appendix I were
computed with Rg = 0.10 hr»~l between 10 AM and 5 PM, and 0.04 hre~l at other
times. These values correspond to G-P-T stability classes D and F, respectively.
Similarly, the Rtit were taken as proportional to the wind speeds plus 1 mph, and
ranged between 1 and 3 hr»~l, corresponding to stability classes C and B.
The dispersion parameters chosen for the Methow valley simulation were neces-
sarily somewhat arbitrary. It is not clear that G-P-T stabilities are very
appropriate in complex terrain, with a snow covered valley floor, and with short
days and large solar zenith angles. (Bowling, 1685; Hunt, 1985; Weil, 1985; Wyn-
gaard, 1985) Remember please, that the derive ultimately from meandering
wind directions: these clearly are greatly enhanced by the valley contours: hence
the choice of transverse diffusivities corresponding to relatively unstable G-P-T
classes. I remark, however, that the resulting simulations are fairly insensitive to
this parameter, owing to confinement by the valley walls. The choice of R,, on

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- 23 -
the other hand, is quite critical. Modifications necessary for dispersion models at
high latitudes are discussed by Bowling (1985), who recommends a modification
of stability classification procedures that is based on lapse rates and average solar
angles. The Rt values chosen for this study are by Bowling's classification more
nearly C-D.
I remark that for all one-layer models with horizontal flows, only, numerical
diffusion in the vertical coordinate is identically zero. With the present box sizes,
time steps, and winds the numerical diffusion in the horizontal coordinates is less
than 0.4 times the 'real' diffusion, in the worst case.
C. The Model's Output.
A summary of computed 24-hr maximum TSP and CO, for 1978 and 1985 base-
lines, and for various scenarios for source growth and emission controls is
presented in Appendix I, Table V-l. A discussion of results precedes this table on
page V-4. Read this, please. In general terms, the model predicts CO levels mar-
ginally below maximum standards, and TSP significantly above them. For the
1985 baseline case the predicted maximum TSP at Winthrop was about 30%
higher than that observed. Models of this family are often advertised as excellent
if they "agree within a factor of two for 50% of the cases" ... a very modest
achievement, as it seems to me. There is a class of errors that would be expected
to be minimized when comparing changes from one scenario to another, in per-
centage terms. Guessing, only, I would hope that these relative estimates might
be accurate to perhaps 25-50% (of the percentages). One strength of this class of
models lies in their mapping both temporal and spatial patterns, and conse-
quently one of their better uses may be to assist the placement of detectors ...
given time and money. The model suggests that impacts will be concentrated
near Winthrop, and in the upper Methow and Twisp rivers.

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- 24 -
D. Some Concluding Remarks
Appendix III contains some correspondence concerning some limitations of two
dimensional models with constant winds in valleys of varying cross section.
It is my understanding that some controversy has followed the management plan
for maintaining air quality in the Methow valley. Among the model's assump-
tions that have been challenged are estimates of woodsmoke emission factors for
various fuels and stoves. The long string of explicit approximations of the tran-
sport equations that I have emphasized in the preceding section II of this report,
together with those assumptions and guesses associated with the present imple-
mentation of the current box model to this river-valley system should make clear
that air-quality modeling remains an approximate art.

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- 25-
References
Bowling, SA (1985)
Modifications Necessary to use Standard Dispersion Models at High Latitudes
Atmospheric Environment, vl9, pp 93-97
Briggs, G A , J Deardorff, B A Egan, F A Gifiord, and F Pasquill (1977)
AMS Workshop of Stability Classification Schemes and Sigma Curves
Bulletin of the American Meteorological Society, v58, pp 1035-1309
Gifiord, FA (1982)
Horizontal diffusion in the atmosphere a Lagrangian-dynamical theory
Atmospheric Environment, vl6, pp 505-512
Hunt, JCR (1985)
Diffusion in the Stable Stratified Atmospheric Boundary Layer
Journal of Climate and Applied Meteorology, v24, pp 1187-1195
Lamb, D (1984)
Air Quality Impact Analysis for the Proposed Early Winters Alpine Winter Sports Area
(an informal report)
U S Forest Service
Longhetto, A (ed) (1984)
Mathematical Principles of Turbulent Diffusion Modeling
Atmospheric Planetary Boundary Layer Physics
Elsevier, N Y
Pasquill, F and F B Smith (1983)
Atmospheric Diffusion [3nd Edition]
Wiley, N Y
Tikvart, JA, and W.M Cox (1984)
EPA's Model Evaluation Program
Proceedings Fourth Joint Conference on Applications of Air Pollution Meteorology
American Meteorology Society, 66-69
Turner, D B (1967, 1970)
Workbood of Atmospheric Dispersion Estimates (revised 1970)
U.S Public Health Service Publication # 999-AP-26
Weil, J C (1985)
Updating Applied Diffusion Models
Journal of Climate and Applied Meteorology, v24, pp 1111-1130
Wyngaard, J C (1985)
Structure of the Planetary Boundary Layer and Implications for its Modeling
Journal of Climate and Applied Meteorology, v24, pp 1131-1142

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June 30, 1985
METHOW VALLEY AIR QUALITY STUDY
AND MANAGEMENT FLAN
by
R. W. BECK AND ASSOCIATES
Okanogan County Planning Department
Planning Director
Stephen Burgor
Okanogan County Planning Department
227 4th North
Okanogan, Washington 98440

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-rs-
Uniled States
Department o(
Agncullure
Rocky Mountain
Forest Forest and Range	240 West Prospect Street
Service Experiment Station Fort Collirs, CO 80526
•v-OLUVtlD
MAY 2 0 1985
RepJ^ to
o„. H.y 14. 1985
R W BECK ind ASSOC
Soittto Wtah
Naydene Maykut
R. W. Beck and Associates
Tower Building
7th Avenue at Olive Way
^Seattle, WA 98101
Dear Ms. Mnykut:
I find one major difficulty with the model proposed by Harrison and It may be
simply a matter of eemantics. I am a bit surprised with the assumptions
related to the coupling between boxes. Obviously the conservation of mass,
momentum, and energy should be observed. Mention is nade that the numerlcrl
code "conserves mass" but there is not sufficient information to determine
whether this is true for the model as a whole. For example, it is stated
that concentration flux Is linearly proportional to concentration in each
box. Does this mean that concentration cannot accumulate in a cell as a
result of convergence of the transport wind? I assume the statement applies
to a gradient transport-eddy diffusivity term which lo independent of the
advectlon of concentration. If so the model Is okay; If not then I would
really question Its utility.
Parameter values seem appropriate.
Sincerely
DOUGLAS G. FOX
Chief Meteorologist
FS6200 11b 17 8i)

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WYNDso-f "t
6333 7?th Avenue SE
Mercer Island
WA 98040
July 9, 1985
Dr . Dougl¦?? G. Fox
Pocky Mountain Forest and Range Experiment Station
240 West Prospect Street
Fort Coll i irs, CO 80526
Dear Dr. Fox:
On May 14 of this year, I believe in response to a letter
requesting your review o-f a dispersion model proposed for
estjmatirg impacts o-f various development senar i os upon the
Methow Valley, in Okanogan County, Washington, you wrote a
letter to Ms. Naydene Maykut o-f R.UI. Beck Associates. You then
expressed some concerns about it; in particular, you were
concerned whether the model conserves mass as a whole, and
whether local advective convergence is permitted, as contrasted
with convergence ¦from gradient transpor t-eddy di -f f us i v i ty .
Naydene passed a copy of your letter to me for my response,
which I delayed in the rush to make deadlines ¦for delivering
the model's output to her ... not the best o-f sequences, where
pre-ferably the model's assumptions and structure should be
thrashed out long ahead. In any event, now coming up for a
breath of air, may I expand a little on the model for you ...
and for Naydene, to whom I shall send a copy of this letter,
for her records.
For each of four hundred odd cells, which are coupled to one
another to simulate the fairly complex topography of the Methow,
Chewack, and Twisp river valleys, a mass-conservation equation
is solved at every time step;

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- 2 -
2 2	2 2
dC/dt = -v dC/dx + K(d C/d\ + d C/dy ) + Q - k C	[1]
v = the wind velocity, which is oriented in the up- and
down-valley directions ,
K = a d i ffusiv i ty,
Q = a local source, if any, and
V = a ^ventilation coefficient', which accounts for
losses out of the cells and into the air above
the val1ey-bottorn boundary layer.
All these four coefficients are time dependent, but are
specified externally rather than solved independently.
At each time step, [1] is solved by an algorithm which
conserves all the local fluxes, into and out of each cell.
Additionally, the tracer is conserved for fluxes into and out
of the network of cells as a whole, but with a caution upon
which I must amplify somewhat.
Convergence of TRACER concentrations at individual cells is
permitted, both through the eddy terms by down-gradient
diffusion, and through the velocity term by advection from the
upwind cells, but C13 has no term in it to account for
convergence of MASS, because v(t> is constrained to be
everywhere uniform, at any given time.
This constraint is unphysical for horizontal flows in closed
valleys, where ... as in the present case ... the valley cross
sections vary, and the sum of cross sections at the upwind
valley heads do not equal that at the valley foot. Strictly to
conserve mass, one must postulate compensating "leakages'
across the valleys' transverse and upward boundaries. That
something like these leakages actually occurs is evident from
the observation that wind velocities throughout the lengths of
the complex valleys remain more constant than their cross
sections. Indeed, they remain nearly constant throughout the
whole valley floor.

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- 3 -
This difficulty is intrinsic with two-dimensional models, such
as this one, having reflective boundaries. Three natural ways
may be suggested to treat the difficulty:
1.	The lateral and vertical leakage rates might be adjusted
to conserve mass for the network as a whole.
2.	The cell heights might be adjusted in such a way as to
conserve mass for the network as a whole. This would
result in the upwind cells deflating ultimately to the
surface during the downvalley wind surge, and conversely.
The ventilation term might be parameterized in terms of the
1ocal eel 1 he i ghts.
3.	Combinations of the 1. and 2..
Uarious sensible ways may be thought of, but none is uniquely
suitable and some arbitrariness is inevitable. Further, the
data base in most cases ... including the present one ... is
usually too meager to arbitrate among plausible assumptions.
After some discussions with Mr. Rob Wilson, of EPA's region X,
I chose not to attempt strict mass balance of the network as a
whole9 but to proceed to a direct solution of CI] with '*•
reflective lateral boundaries and constant cell heights. This
approximation, which I emphasize is one in a continuum of
alternative approximations, may if one wishes be thought of as
resulting from time-dependent "asymmetric diffusion', where in
part of a cycle the down-valley "diffusion' occurs with higher
rate than the up-valley, and conversely in the other part of
the cycle. For myself, I do not too much like such a
description, as unphysical; however, in the finite difference
formulation of C13, the two transports do appear equivalently
as linear weights multiplying the local and the two adjacent
up- and down-valley concentrations, and the partition of the
whole transport into diffusion and advection can be relabeled
as a partition into symmetrical and unsymmetrical components of
a generalized linear transfer matrix. As you hinted in your
letter, it may be simply a matter of semantics, though I hope
you will not judge me. flip in any way in this discussion of it.

-------