INPUT DATA:
1. Name and units
1.1 Watershed/basin: /var/www/html/ponce/online_rainflo.php on line 2390
" >
1.2 Select:
[Default: SI units (metric); U.S. Customary units unavailable 080801].
Total number of input data in this section = 2.
2. Selections
2.1 Total simulation time (hr):
[Default: 48 hr].
2.2 NRCS 24-hr rainfall type:
[Default: Type I].
2.3 NRCS Antecedent Moisture Condition:
[Default: AMC II].
Total number of input data in this section = 3.
3. Network 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.php on line 2448
">
3.2 Number of reach watersheds R:
/var/www/html/ponce/online_rainflo.php on line 2450
">
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 Topological numbers: An array of sequential numbers [digits] starting with 1 and ending with U [Example: 1,2,...,U].
4.2 Drainage area A (km2):
/var/www/html/ponce/online_rainflo.php on line 2460
">
4.3 Runoff curve number CN (AMC = II):
/var/www/html/ponce/online_rainflo.php on line 2463
">
4.4 Hydraulic length L (m):
/var/www/html/ponce/online_rainflo.php on line 2466
">
4.5 Average land slope S (%):
/var/www/html/ponce/online_rainflo.php on line 2469
">
4.6 Average velocity [along hydraulic length] V (m/s):
/var/www/html/ponce/online_rainflo.php on line 2472
">
4.7 Precipitation P (mm):
/var/www/html/ponce/online_rainflo.php on line 2475
">
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 Five-digit topological number N:
/var/www/html/ponce/online_rainflo.php on line 2483
">
5.1.1 One-digit tributary left/right indicator S: [Viewed from upstream to downstream: Main = 0;
Right = 1; Left = 2]
/var/www/html/ponce/online_rainflo.php on line 2487
">
5.2 Drainage area A (km2):
/var/www/html/ponce/online_rainflo.php on line 2490
">
5.3 Runoff curve number CN (AMC = II):
/var/www/html/ponce/online_rainflo.php on line 2493
">
5.4 Hydraulic length L (m):
/var/www/html/ponce/online_rainflo.php on line 2496
">
5.5 Average land slope S (%):
/var/www/html/ponce/online_rainflo.php on line 2499
">
5.6 Average velocity [along hydraulic length] V (m/s):
/var/www/html/ponce/online_rainflo.php on line 2502
">
5.7 Precipitation P (mm):
/var/www/html/ponce/online_rainflo.php on line 2505
">
Total number of values in this section = 8 R.
6. Reach watershed hydraulic data Number of values in each box: R (See Input 3.2).
Place a comma after each value; 150 viewable characters, 200 maximum.
6.1 Baseflow Qb (m3/s):
/var/www/html/ponce/online_rainflo.php on line 2512
">
6.2 Channel length L (m):
/var/www/html/ponce/online_rainflo.php on line 2515
">
6.3 Channel slope So:
/var/www/html/ponce/online_rainflo.php on line 2518
">
6.4 Channel width B (m):
/var/www/html/ponce/online_rainflo.php on line 2521
">
6.5 Channel side slope z ( z H : 1 V):
/var/www/html/ponce/online_rainflo.php on line 2524
">
6.6 Manning's n:
/var/www/html/ponce/online_rainflo.php on line 2527
">
6.7 Infiltration velocity Vi (m/s):
/var/www/html/ponce/online_rainflo.php on line 2530
">
Total number of values in this section = 7 R.
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