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SAMPLE INPUT
1.1 Watershed/basin: /var/www/html/ponce/online_rainflo_sampleinput.php on line 54
" >
Clearwater River
Total number of input data in this section = 1.
2. Selections
2.1 Units: SI units (metric)
2.2 Total simulation time (hr): 36
2.3 NRCS 24-hr rainfall type: Type I
2.4 NRCS Antecedent Moisture Condition: AMC II
2.5 Output: At basin outlet only
Total number of input data in this section = 5.
3. Topology
Please note that U = (R + 1)/2; likewise, R = 2U - 1. Otherwise, a fatal error will occur.
3.1 Number of upland watersheds U:
/var/www/html/ponce/online_rainflo_sampleinput.php on line 124
"> 2
3.2 Number of reach watersheds R:
/var/www/html/ponce/online_rainflo_sampleinput.php on line 126
"> 3
Total number of values in this section = 2.
4. Upland watershed hydrologic data Number of values in each box: U (See Input 3.1). Place a comma after each value; 150 viewable characters, 200 maximum.
4.1 Upland watershed numbers: An array of sequential numbers starting with 1 and ending with U [Example: 1,2,...,U].
4.2 Drainage area A (km2):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 137
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10.,10.
4.3 Precipitation P (mm):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 140
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100.,100.
4.4 Runoff curve number CN (AMC = II):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 143
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80.,80.
4.5 Hydraulic length L (m):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 146
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4000.,4000.
4.6 Average land slope S (%):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 150
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10.,10.
4.7 Average velocity [along hydraulic length] V (m/s):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 153
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1.5,1.5
Total number of values in this section = 6 U.
5. Reach watershed hydrologic dataNumber of values in each box: R (See Input 3.2). Place a comma after each value; 150 viewable characters, 200 maximum.
5.1 Topological number:
/var/www/html/ponce/online_rainflo_sampleinput.php on line 163
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10101,20101,20102
5.1.1 Tributary left/right indicator:
[Viewed from upstream to downstream: Main = 0; Left = 1; Right = 2]
/var/www/html/ponce/online_rainflo_sampleinput.php on line 168
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2,0,0
5.2 Drainage area A (km2):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 173
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10.,10.,10.
5.3 Precipitation P (mm):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 176
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100.,100.,100.
5.4 Runoff curve number CN (AMC = II):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 179
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80.,80.,80.
5.5 Hydraulic length L (m):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 182
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4000.,4000.,4000.
5.6 Average land slope S (%):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 185
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10.,10.,10.
5.7 Average velocity [along hydraulic length] V (m/s):
/var/www/html/ponce/online_rainflo_sampleinput.php on line 188
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1.5,1.5,1.5
Total number of values in this section = 8 R.
6. Channel reach hydraulic data
6.1 Reach: (1) identifier, (2) baseflow Qb (m3/s),
(3) length L (m), (4) slope So (m/m), (5) infiltration velocity Vi
(m/s):
Number of values in this box: 5R (R lines; 5 values per line).
Place a comma after each value; 60 characters per line maximum.
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6.2 Properties: (1) identifier,
(2) No. of points Np, (3) Manning left, (4) Manning center, (5) Manning right,
(6) X-limit left/center (m),
(7) X-limit center/right (m):
Number of values in this box: 7R (R lines; 7 values per line).
Place a comma after each value; 80 characters per line maximum.
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6.3 Coordinates: (1) identifier, (2) Np X-Z pairs (m):
Number of values in this box: R(1 + 2Np) (R lines; 1 + 2Np values per line). Place a comma after each value; 120 characters per line maximum.
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