| Type | Visibility | Attributes | Name | Initial | |||
|---|---|---|---|---|---|---|---|
| character(len=16), | public | :: | petfile | = | ' pet.cli' |
potential et filename |
|
| character(len=16), | public | :: | wwqfile | = | "" |
watershed stream water quality filename |
|
| integer, | public | :: | pet | = | 0 |
potential ET method code 0 = Priestley-Taylor 1 = Penman-Monteith 2 = Hargreaves method 3 = read in daily pot ET values |
|
| integer, | public | :: | event | = | 0 |
event code |
|
| integer, | public | :: | crk | = | 0 |
crack flow code 1 = compute flow in cracks |
|
| integer, | public | :: | swift_out | = | 0 |
write to SWIFT input file 0 = do not write 1 = write to swift_hru.inp |
|
| integer, | public | :: | sed_det | = | 0 |
max half-hour rainfall frac calc 0 = gen from triangular dist 1 = use monthly mean frac |
|
| integer, | public | :: | rte | = | 0 |
water routing method 0 variable storage method 1 Muskingum method |
|
| integer, | public | :: | deg | = | 0 |
channel degradation code 0 = do not compute 1 = compute (downcutting and widening) |
|
| integer, | public | :: | wq | = | 0 |
stream water quality code 0 do not model 1 model (QUAL2E) |
|
| integer, | public | :: | nostress | = | 0 |
redefined to the sequence number -- changed to no nutrient stress 0 = all stresses applied 1 = turn off all plant stress 2 = turn off nutrient plant stress only |
|
| integer, | public | :: | cn | = | 0 |
not used |
|
| integer, | public | :: | cfac | = | 0 |
0 = C-factor calc using CMIN 1 = for new C-factor from RUSLE (no min needed) |
|
| integer, | public | :: | cswat | = | 0 |
carbon code = 0 Static soil carbon (old mineralization routines) = 1 C-FARM one carbon pool model = 2 Century model |
|
| integer, | public | :: | lapse | = | 0 |
precip and temperature lapse rate control 0 = do not adjust for elevation 1 = adjust for elevation |
|
| integer, | public | :: | uhyd | = | 1 |
Unit hydrograph method: 0 = triangular UH 1 = gamma function UH |
|
| integer, | public | :: | sed_ch | = | 0 |
Instream sediment model 0 = Bagnold model 1 = Brownlie model 2 = Yang model |
|
| integer, | public | :: | tdrn | = | 0 |
tile drainage eq code 1 = sim tile flow using subsurface drains (wt_shall) 0 = sim tile flow using subsurface origtile (wt_shall,d) |
|
| integer, | public | :: | wtdn | = | 0 |
water table depth algorithms code 1 = sim wt_shall using subsurface new water table depth routine 0 = sim wt_shall using subsurface orig water table depth routine |
|
| integer, | public | :: | sol_p_model | = | 0 |
1 = new soil P model |
|
| integer, | public | :: | gampt | = | 0 |
0 = curve number; 1 = Green and Ampt |
|
| character(len=1), | public | :: | atmo | = | "a" |
atmospheric deposition interval "m" = monthly "y" = yearly "a" = annual |
|
| integer, | public | :: | smax | = | 0 |
max depressional storage selection code 1 = dynamic stmaxd computed as a cunfction of random roughness and rain intensity 0 = static stmaxd read from .bsn for the global value or .sdr for specific hrus |
|
| integer, | public | :: | qual2e | = | 0 |
0 = channel routine using QUAL2E 1 = channel routing with simplified nutrient transformations |
|
| integer, | public | :: | gwflow | = | 0 |
0 = gwflow module not active; 1 = gwflow module active |