--
Fluid Modeling Facility
       U S ENVIRONMENTAL PROTECTION AUtNCY
       RESEARCH TRIANGLE PARK. NORTH CAROLINA 27 7

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Smoke  visualization study  shows  rooftop exhaust  being
trapped  in airflow  wake  behind  cubical  model.
Plume from short stack collects in airflow wake behind
model.
Plume from tall  stack  having low  exit I'elocity produces
downwash behindstack.

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                                                                                  6OOR770O4
                                                                  o
                                                                               Introduction
Plume from tall stack having sufficient exit velocity remains
aloft to disperse smoke.
   Pollutants from  a  variety  of sources are constantly
emitted  into  the atmosphere where meteorological
forces  transport, diffuse,  or otherwise  affect their
concentrations. Because  the  I'.S. Environmental Pro-
lection Vgencv is charged bv Congress with establishing
and enforcing air pollution  control standards to protect
the public health  and welfare, it conducts research pro-
grams to describe  and predict  the el lects ol atmospheric
phenomena on emissions.

   Measurement  of  pollutant  concentrations at  a
specific site is relative!) simple—instruments merely
col led samples at  \arious locations. Predict ion of pollu-
tant levels, however, requires knowledge ol the charac-
teristics and emission levels  ol the pollutant  and the
atmospheric characteristics that influence pollutant
dispersal.

   An effective method of  characterizing  atmospheric
diffusion inv olv es placing a  carefully constructed model
of a pollutant  source, such as an industrial plant, in a
chamber where, using wind or water, an accurate repre-
sentation of the atmosphere can be reproduced. Exami-
nation ol the ellects o! these  artificial  atmospheres on
model  pollutant emissions  provides researchers with a
greater understanding of the interaction of  meteoro-
logical factors  and air pollution.

   To carry out this  Iv pe of research, EPA's Meteorology
and \ssessment Div  ision has established a Fluid Model-
ing Facility, w hie h features sev eral u ind tunnels, a water
channel-lowing lank,  and support facilities.

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   Wind in the  atmosphere is a highly complex, con-
stantly changing phenomenon that—along with stack
height, surface terrain, and other factors—affects the
diffusion  of pollutants in the atmospheric boundary
layer. This layer is that region of the atmosphere close
to the surface of the earth (600 meters) in which meteor-
ological factors and surface topography influence the
flow. For the casual observer, an easy method of visually
relating pollutant emissions to meteorological effects is
through the examination of the exhaust plume from an
industrial smokestack. Harmful pollutants, which may
be present in the plume, can be diluted to safe levels by
mixing with the air as it moves away from the stack or
can rapidly drop to the ground and adversely affect the
health of residents  near the source.

   Both wind speed and direction change with time—
from one instant to the next, from one hour to the next,
and from one day to the next. Meteorologists have found
that wind effects can be separated  roughly into  two
scales of motion: large-scale motions that last an hour
or more (weather), and small-scale motions that last less
than an hour (turbulence).

   These two types of motion can often be seen by study-
ing a smokestack plume for a period  of time. At any
given instant, the centerline of the plume will normally
form a reasonably straight line after its initial bending
over at the stack top and in the absence of obstruction
to its motion. This straight centerline indicates a reason-
ably constant wind direction. Spreading of the plume—
caused by smaller scales of motion called gusts, eddies,
or, more  generally, turbulence—occurs as the plume
travels downwind. It is these smaller scales of motion,
with mean wind speed and direction remaining constant
for approximately one hour, that can be simulated in a
wind tunnel or a water channel.

   The rate of dilution in the plume, however, can vary
drastically from one day to the next even if wind speed
and direction remain constant.  This variability is re-
lated to atmospheric stability coupled with solar heating
METHODS FOR PREDICTING POLLUTANT FLOW
             AROUND STRUCTURES*
            MATHEMATICAL
               MODELS
 FLUID
MODELS
 FIELD
PROGRAMS
ACCURACY
                 GOOD
BETTER
                                            BEST
RESOLUTION
TIME
COST
COARSE
(20 m)
SHORT
(2 TO 4 weeks)
MODERATE
($25,000)
INTERMEDIATE
(3m)
SHORT
(2 TO 4 weeks)
LOW
($10,000)
FINE
(1 m)
LONG
(I year)
HIGH
($100,000)
'NUMBERS REPRESENT ONL Y ROUGH ESTIMA TES (COMPARA-
TIVE ORDERS OF MAGNITUDE) FOR SPECIAL CIRCUMSTAN-
CES; THEY MA Y NOT BE USED FOR INTERPOLATION, EXTRA-
POLATION,  OR  IN  ANY OTHER  WAY  AS A  BASIS  FOR
ESTIMATION.

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                                               r-S-k	,
Modeling Atmospheric Diffusion
or radiative cooling of the ground and results in the fan-
ning, coning, fumigating,  lofting,  or  looping of the
plume. Because local topography also influences turbu-
lence, plume behavior for a given specific stability, wind
speed, and wind direction  may  still be drastically dif-
ferent if a tall building or hill is located in the vicinity
of the stack.

   EPA's primary  interest  in the  modeling of atmos-
pheric diffusion processes is an outgrowth of the estab-
lishment of National Ambient Air Quality Standards,
which are the maximum levels of a given pollutant that
are permitted in the ambient air.  Control techniques,
which are applied to sources of  pollution, and control
strategies, which determine the necessity for controlling
respective sources, are  used to  assure that pollutants
emitted into the atmosphere do  not exceed these maxi-
mum levels. The dispersal of pollutants to and at ground
level, however, depends on atmospheric diffusion and
transport. To assure that ground-level concentrations
are kept within the standards, three methods are avail-
able to predict the  likelihood of exceeding an air quality
standard at a particular location:
     • Mathematical models can be used to evaluate alter-
       native control strategies,  but  they require gross
       simplifications. These models are not exact because
       the fundamental fluid dynamics processes involved
       in the dispersal are not sufficiently understood and
       because computer memories are still far too small to
       keep track of the detailed eddy motions that occur in
       the atmosphere.  Moreover,  present mathematical
       models are not yet adequate for calculating concen-
       trations of contaminants when the plume is strongly
       affected by obstructions.

     • Field programs apparently provide the most reliable
       results but are very expensive and time consuming.
       Because meteorological conditions are not control-
       lable, study periods in excess of a year must be spent
       in the field to obtain a proper range of conditions,
       and  even then specific sets of conditions may not
       occur. Furthermore,  it  is impossible to investigate
       the impact of potential changes in alternative control
       strategies for a source by means of field programs.

     • Fluid models appear  to work best where mathemati-
       cal models fail, that  is, where obstructions such as
       buildings and hills block wind flow. Fluid models
       also   show great promise for simulating surface-
       induced airflows such as heat island circulation and
       mountain valley winds. Atmospheric conditions may
       be programmed into  a  fluid  model  so that years of
       field  time are reduced to a few weeks. Fluid model
       studies can reduce the resources required for field
       studies and  facilitate the development  of  better
       mathematical models.

       A complete research  program includes comparison
    and feedback among the three methods in order to gain
    a deeper understanding of the processes associated with
    atmospheric transport and diffusion of pollutants.

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      Components of  Facility
   The Fluid Modeling Facility, one of only a few atmos-
pheric dispersion  modeling facilities in the world, is
available  to  all  EPA organizations, to other Federal
agencies, and to state air  pollution control agencies.
A  water channel-towing tank, a meteorological  wind
tunnel,  and  an  instrument  calibration wind tunnel
represent the basic components of the facility. In  addi-
tion, the facility includes a model shop, an electronics
shop, a  darkroom, and  a chemical laboratory. A  mini-
computer,  including an analog  to digital  converter,
magnetic  disk and  tape drives,  electrostatic printer-
plotter, and a CRT display unit, is available for real-time
data  acquisition  and analysis. Flow  rates  and
concentrations  are  measured  by various electronic,
chemical, and mechanical equipment. The staff includes
professionals trained in environmental fluid dynamics,
model makers, computer programmers, and laboratory
and electronic technicians.

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                                                     38 m-	
                                                                         SOUND-ATTENUATING
                                                                           x-ENCLOSURE
                                 CEILING
                  [CONTRACTION/" HOIST
              VARIABLE
           -HEIGHT CEILING
             FAN.  ,-DIFFUSER  EXHAUST
FLOWSTRAIGHTENER
   AND SCREENS
 TEST
SECTION
MNLET     NNLET
SILENCER  TRANSITION

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                 SPECIFICATIONS

DIMENSIONS
OVERALL LENGTH
TEST SECTION
LENGTH
TEST SECTION
WIDTH
TEST SECTION
HEIGHT
CONTRACTION
RATIO
TOTAL POWER
TYPE OF POWER
SPEED CONTROL
METEOROLOGICAL
WIND
TUNNEL

38 m(125 ft)
18.3 m (60 ft)
3.7 m (12ft)
2.1 m (7 ft)
2.8:1
75 kW (100 hp)
1.8-m (72-in.)
AXIAL FAN
AC MOTOR
WITH EDDY
CURRENT COUPLER
APTI
WIND
TUNNEL

11 m (35 ft)
3 m (10 ft)
1 m (3 ft)
1 m (3 ft)
4.5:1
20 kW (25 hp)
1.2-m (48-in.)
AXIAL FAN
DC MOTOR
WITH SCR
CONTROL
                                 I  Meteorological  Wind  Tunnel


                                     A  meteorological wind tunnel differs in two basic
                                   respects from an aeronautical wind tunnel. First be-
                                   cause the top  of the  atmospheric  boundary layer is
                                   usually much higher than the buildings immersed in it,
                                   the simulated  boundary layer  in the meteorological
                                   wind tunnel must be quite deep in order for the model
                                   buildings to be of reasonable size. In tests in an aero-
                                   nautical wind tunnel, on the other  hand, great  care is
                                   taken to minimize the depth of the boundary layer.
                                   Second, high wind speeds are generated in aeronautical
                                   wind tunnels to compensate for the reduced size of the
                                   models. In meteorological wind tunnels, however, wind
                                   speeds  generally are reduced so that buoyancy effects,
                                   which are very important in atmospheric flows,  can be
                                   reproduced.

                                     In operation, models are placed on a turntable that
                                   can be  rotated to simulate different wind directions,
                                   and smoke is released from model stacks for flow visu-
                                   alization studies. Air is drawn into the tunnel through
                                   a  flow-straightening honeycomb,  and  "vorticity
                                   generators" trip the flow at the entrance  to the test
                                   section  to create a thick boundary layer, which simulates
                                   that of the atmosphere. If quantitative concentration
                                   measurements are required in the study, hydrocarbon
                                   gas is used as a tracer in the stack gas, and samples are
                                   taken at various locations in the test chamber. The air
                                   is exhausted back into the room.

                                     The  ceiling of the test section is  adjustable to com-
                                   pensate for blockage  effects of the model.  Acoustic
                                   silencers minimize  the noise from the fan. An instru-
                                   ment carriage provides for three-dimensional position-
                                   ing of measuring probes anywhere in the test section by
                                   remote control and with readout to within ± 1 milli-
SPEED
0.5 TO 10 m/sec
(1.5 TO 30 ft/sec)
0.3 TO 21 m/sec
(1 TO 70 ft/sec)
                                                        meter.
   A smaller wind tunnel, which belongs to the Air Pol-
lution Training Institute (APTI), is available for the
calibration and  response testing of wind-measuring
instruments and smaller scale studies.

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                                         SPECIFICA TIONS
DIMENSIONS

 Ot'ERALL LENGTH        35 m (114 ft)
 TEST SECTION LENGTH   25 m (8.3 ft)
 TEST SECTION WIDTH     2.4 m (8 ft)
 TEST SECTION HEIGHT   1.2 m (4 ft)
WATER CHANNEL DRUE
 POWER
 TYPE OF DRI1 E
75 kW (100 hp)
1.5 m (60-in.) AXIAL IMPELLER
 SPEED CONTROL AC MOTOR WITH EDDY
                  CURRENT COUPLER
 SPEED RANGE   0.1 to 1 m sec (0.3 to 3 ft sec)
                                 TOWING CARRIAGE
                                  POWER
                                  TYPE OF DRIl E
                  3.7 kW (5 hp)
                  CABLE
 SPEED CONTROL AC MOTOR WITH EDDY
                  CURRENT COUPLER
 SPEED RANGE    1 to 50 cm/sec (0.03 to 1.6 ft/sec)

STRATIFICATION CAPABILITY

ARBITRARY STABLE  DENSITY  PROFILE
SHAPES  WITH  SPECIFIC  GRAIITY  FROM  1.0
TO 1.2 BY USING SALT WATER

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                                                        ,-ft-u/^l
  Water  Channel-Towing Tank
FRESH TANK
WATER TRUCK
DRAIN DRAIN
   The water channel-towing tank was installed in the
Fluid Modeling Facility to make possible the study of
dispersion under stably stratified atmospheric condi-
tions.  The  dual-purpose  unit  is  of  closed-circuit
design, with a pump in the return leg on the bottom and
the test section (free surface) on the top. The test section
is  constructed  of  acrylic  plastic   in  an aluminum
framework.

   In the water channel mode of operation, the pump
recirculates water through the test section, and the
facility is used in a manner similar to that of the wind
tunnel. Models are fastened to  the floor of the test
section; dyes are used for flow visualization studies and
for quantitative  concentration  determinations.  The
channel is supported on jacks that can be adjusted
to tilt the entire unit to compensate for the pressure
drop through the test section.

   In the towing tank mode of operation, the ends of the
test section are blocked with gates, and the test  section
is filled layer by layer with salt water, each layer of dif-
ferent density.  Atmospheric  density  gradients  are
modeled  by the  density gradients  of the salt water.
Models are attached to  a turntable  that is suspended
from  a towing carriage into the water, and towed the
length of the test section, making possible the study of
flow and dispersion around  buildings  and complex
terrain under stably stratified atmospheric conditions.

   A filling system comprised of a brinemaker, five large
tanks, and numerous pumps and valves provides the
capability of filling the test section with a desired stably
stratified salt-water  mixture in approximately  four
hours. Any type of stable-stratification from elevated-
or ground-based inversions to neutral conditions may be
simulated in the towing tank mode  of operation.

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0
DC
CD
OC
            CONCENTRATION
o
GC
CD

O
GC
            CONCENTRATION-

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            Modeling  in Action
   An old "rule of thumb" says that a stack placed next
to a building must be at least 2'/2 times the height of the
building to avoid down wash of the plume in the wake of
the building. Downwash would result in high concentra-
tions of pollutants at ground level. A wind tunnel study
showed this  to be  a  good rule for a conventionally
shaped building. For a tall, thin building, however, the
rule was demonstrated to be unnecessarily conservative
and,  therefore, wasteful. The photographs and related
concentration  profiles  show  plume   behavior from
model buildings and exhaust stacks in  the wind tunnel.
Comparisons of the illustrations on  the  facing page
show that a thin  building has essentially no effect on
plume  behavior when the stack is l'/2  times the height
of the building. The illustrations on this page, however,
show that  downwash  occurs  behind  a wide building
when  the stack height is only 1'2 times  the building
height.

   This study, then, benefitted the consumer by demon-
strating that the  construction of costly tall stacks is
not always necessary.
            CONCENTRATION-

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  oottop emissions in wind tunne
           jle stratification in towing tank
                   leulral  stratification  in  towing tank
Highway  vehicle  study  in  wind tunnel
Building downwash in wind tunnel

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             Recent  Publications
Thompson,  R.S. and D.J.  Lombardi. 1976.  Dispersion  of  Roof-Top
      Emissions from Isolated Buildings-A Wind Tunnel Study. U.S.
      Environmental Protection Agency, Research Triangle Park, N.C.
      (in review).

Snyder, W.H., R.S. Thompson, and R.E. Lawson, Jr. 1976.  The EPA
      Meteorological  Wind  Tunnel:  Design,  Construction, and
      Operating Details.  U.S. Environmental  Protection Agency,
      Research Triangle Park, N.C. (in preparation).

Huber, A.H. and W.H. Snyder. 1976. Building Wake Effects on Short
      Stack Effluents. Presented at Third Symposium on Atmospheric
      Turbulence, Diffusion, and Air Quality, Raleigh, N.C. October.

Snyder, W.H. and R.E. Lawson, Jr.  1976.  Determination of a Necessary
      Height for a Stack Close to a Building-A Wind Tunnel Study.
      Atmos. Env. (in press).

Thompson, R.S. and W.H. Snyder. 1976.  EPA Fluid Modeling Facility.
      Presented  at  EPA Conference  on Modeling  and Simulation,
      Cincinnati, Ohio. April.

Huber, A.H., W.H. Snyder, R.S. Thompson, and R.E. Lawson, Jr. 1976.
      Plume Behavior in the Lee of a Mountain Ridge-A Wind Tunnel
      Study. Presented at EPA Conference on Modeling and Simulation,
      Cincinnati, Ohio. April.

Snyder,  W.H.  1974.  Fluid Modeling Program  of  the  Meteorology
      Laboratory,  U.S.  Environmental  Protection  Agency. In: Air
      Pollution: Proceed ings of the Fifth Meeting of the Expert Panel on
      Air Pollution Modeling.  NATO Committee  on  the Challenges of
      Modern Society, p. 31-1 to 31-47.

Snyder, W.H.  1972. Similarity Criteria  for the Application of  Fluid
      Models to the Study of Air Pollution Meteorology. Boundary Layer
      Meteor. 3(2): 113-134.

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ENVIRONMENTAL
  RESEARCH
   CENTER
          For further information on the Fluid Modeling Pro-
          gram, contact:

                   Chief, Fluid Modeling Section
                   Atmospheric Modeling and Assessment
                       Branch
                   Meteorology and Assessment Division
                   Environmental Sciences Research Laboratory
                   Environmental Protection Agency
                   Research Triangle Park, North Carolina 27711

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