Method for Flux calculations (0=Net, 1=Component): Weir Flow (0=none, 1=20 percent under structure): Units (0=cubic meters per second, 1=cubic feet per second)
 1 0 0
Total Length of River (km)
 4.000
Number of reaches
 4
Number of distributed source regions
 3
River profile/source data (# of points = # of reaches + # of distributed sources + 1)
# Start(km) Stop(km) Depth(m) Width(m) Flow(m3/s) Conc.(ug/L)
1	0.0	0.0	0.30	5.0	0.354	0.75
2	0.0	1.000	0.30	5.0	0.035	1.25
3	1.000	1.000	0.50	8.0	0.0	0.00
4	2.000	2.000	0.75	8.0	0.0	0.00
5	2.000	3.000	0.75	8.0	-0.012	0.00
6	3.000	3.000	0.50	8.0	0.189	2.50
7	3.000	4.000	0.50	8.0	0.047	0.00
8	4.000	4.000	0.50	8.0	0.047	0.00
River temperatures (C)
 22.00
Air temperature (C)
 20.0
Mean wind speed (m/s)
 4.0
Relative Humidity
 0.80
Barometric pressure (atm)
 1.00
Atmospheric VOC concentration (ppbv)
 0.5
VOC molecular weight in g/mole
 88.15
Index for molar volume data entry (1 for m.v., 2 for density)
 1
Molar Volume at B.P. (cm^3/mol) or density (g/mol)
 129.4
Solubility param (1 for 1/exp (A-B/T), 2 for Wanninkhof, 3 for direct entry)
 1
Solubility Coefficients mol/m^3-atm (1: D.E., 2: 1/exp(A-B/T), 5: Wann.)
 0.184000E+02	0.766600E+04
First order VOC biochemical degradation rate (1/s)
 0.0
Tolerance for Runge-Kutta DEQ integrator
 0.1000E-08
Title for run and two lines of comments, comments not used
StreamVOC~Version~2-1;~Sample~Parameter~File
Methyl-t-butyl-ether
This~line~for~additional~comments
waterfall/weir parameterization information
 Number of weirs/waterfalls
 2
Type: 1 = Ogee weir; 2 = sharp-crested weir; 3 = gated sill
Weir# Location(km) length height silldepth(m) Tailstockdepth(m) Type
1	1.500	4.0	0.9	0.0	1.07	1 
2	3.250	4.0	0.5	0.0	0.64	2 
H:\SW.DIR\streamvoc\test.dat