Description SamLnd.Par:
General data:
Line 1: basin id
Rainfall, evaporation input data in *.Dat file, results in *.RNF file.
Line 2: number of subcatchments
Line 3: 1=restart file used, 0=not used
Per subcatchment:
Line 4: subcatchment id
Line 5: Maximum content of the soil moisture reservoirs
UZTWM,UZFWM,LZTWM,LZFSM,LZFPM
Line 6: Initial content of the soil moisture reservoirs
UZTWC,UZFWC,LZTWC,LZFSC,LZFPC
Line 7: Other parameters
UZK,LZSK,LZPK,ZPERC,REXP,PFREE
Line 8: Other parameters
RSERV,PCTIM,ADIMP,SARVA,SIDE,SSOUT
Line 9-11: Unit hydrograph routing parameters (36 values)
Line 12: Unit hydrograph timestep stepsize (default 1)
Data is specified in a comma-separated way.
Example input file SamLnd.Par
UPIN
7
1
TANK1
15,15,50,50,50
0,0,10,20,20
0.7,0.005,0.005,60.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0.0
5.99,20.05,43.15,67.53,79.01,74.58,60.47,49.98,39.51,26.89,18.30,12.45,8.47
5.77,3.92,2.67,1.82,1.24,0.84,0.57,0.39,0.27,0.18,0.12,0.08,0.06,0.04,0.03,0.02
0.01,0.01,0.01,0.00,0.00,0.00,0.00,0.00,0.00,0.00
1
TANK2
15,15,50,50,50
0,0,10,20,20
0.7,0.005,0.005,70.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0
3.25,10.29,14.43,14.66,18.00,29.40,44.27,54.55,52.80,41.48,30.52,22.31,16.32
11.93,8.72,6.38,4.66,3.41,2.49,1.82,1.33,0.97,0.71,0.52,0.38,0.28,0.20,0.15,0.11
0.08,0.06,0.04,0.03,0.02,0.02,0.01,0.00,0.00,0.00
1
TANK3
50,50,50,100,100
0,0,10,50,50
0.7,0.001,0.001,70.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0
3.30,10.79,20.06,28.99,34.99,37.50,41.09,47.84,52.31,54.50,56.55,56.35,55.87
53.58,47.71,40.13,31.98,25.48,20.30,16.17,12.89,10.27,8.18,6.52,5.19,4.14,3.30
2.63,2.09,1.67,1.33,1.06,0.84,0.67,0.54,0.43,0.00,0.00
1
VEHO1
20,20,50,50,50
0,0,10,20,20
0.7,0.005,0.005,40,60.0,0.05
0.30,0.02,0.02,0.02,0.0,0
11.22,41.09,60.05,57.92,51.63,46.61,44.47,38.73,29.71,22.28,16.71,12.53,9.40
7.05,5.29,3.97,2.97,2.23,1.67,1.25,0.94,0.71,0.53,0.40,0.30
0,0,0,0,0,0,0,0,0,0,0,0
1
VEHO2
20,20,50,50,50
0,0,10,20,20
0.7,0.005,0.005,60.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0
5.73,17.99,26.52,30.32,36.32,56.13,75.71,71.07,54.55,40.74,30.43,22.72
16.97,12.67,9.47,7.07,5.28,3.94,2.94,2.20,1.64,1.23,0.92,0.68
0,0,0,0,0,0,0,0,0,0,0,0
1
SANG1
15,15,50,50,50
0,0,10,40,40
0.7,0.005,0.005,60.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0
5.56,15.70,28.39,48.44,65.95,74.48,82.68,86.29,77.82,63.50,49.51,37.99,29.16
22.38,17.17,13.18,10.11,7.76,5.96,4.57,3.51,2.69,2.07,1.59,1.22,0.93,0.72,0.55,0.42
0.32,0.25,0.19,0.15,0.11,0.09,0.07,0.03,0.03,0.02
1
SANG2
15,15,50,50,50
0,0,10,40,40
0.7,0.005,0.005,60.0,1.5,0.05
0.30,0.02,0.02,0.02,0.0,0
7.58,18.20,23.45,25.92,32.96,50.09,69.67,86.82,92.07,78.84,60.20,45.97,35.10
26.80,20.47,15.63,11.93,9.11,6.96,5.31,4.06,3.10,2.37,1.81,1.38,1.05,0.80,0.61,0.47
0.36,0.27,0.21,0.16,0.12,0.09,0.07,0.03,0.03,0.02
1
Description SamRT.Par:
General data:
Line 1: basin id
Used for runoff file from SamLnd (.RNF) and Snowmelt file (.SNW)
Results are given in *.RES.
Line 2: number of subcatchments
Line 3: 1=restart file used, 0=not used
Line 4: code for conversion of inflow; input 2 = mm (default), 1=m3/s
Line 5: area corresponding to subcatchments, for converting Samlnd output in mm/timestep to m3/s
Per routing branch/segment:
Line 6: routing segment id
Line 7: routing method
4= standard Muskingum
5= culvert
6= advanced reservoir
Line 8: 5 input segment numbers
5 input segment percentages
4 input branch numbers
column number in snowmelt file (0=no snowmelt used)
Line 9: parameters depending on selected routing method in line 7;
Standard Muskingum: 5 parameters (x1,K1,maxQ,x2,K2)
Culvert: 1 parameter (max. discharge capacity in m3/s)
Advanced Reservoir:
initial reservoir level (m),
structure option is=1,2,3 or 4
(1=uncontrolled overflow ogee crest, 2=gate controlled ogee crest, 3=morning glory spillway, 4=culvert (submerged inlet control))
data depending on selected structure option
if is=1,2:
bed level at location where the water level is observed,
crest level spillway, width of spillway, width of river at location where the water level is observed, discharge coefficient, gate opening radial gate (is=2) or dummy
if is = 3:
bed level, radius of the overflow crest, width of river,
discharge coefficient
if is = 4:
sill level of culvert, width of culvert, discharge coefficient,
opening underflow gate
number of area-elevation data
level1, area1
level2, area2, etc.
Note: The snowmelt file, if used, should contain at least 20 columns of data.
SamRT.Par
UPIN
7
1
2
1888,1428,2876 ,1694.0,1927.0 , 2742,2665
1
4
1,0,0,0,0, 100,0,0,0,0, 0,0,0,0 ,0
0.30,2.0,1000,0.30,2.0
2
4
2,0,0,0,0, 100,0,0,0,0, 1,0,0,0 ,0
0.20,2.5,1000,0.20,2.5
3
4
0,0,0,0,0, 0,0,0,0,0, 2,0,0,0 ,0
0.20,2.5,1000,0.20,2.5
4
4
0,0,0,0,0, 0,0,0,0,0, 3,0,0,0 ,0
0.20,2.5,1000,0.20,2.5
5
4
0,0,0,0,0, 0,0,0,0,0, 4,0,0,0 ,0
0.20,2.5,1000,0.20,2.5
6
5
3,0,0,0,0, 100,0,0,0,0, 5,0,0,0 ,0
2000.0
7
4
4,0,0,0,0,100,0,0,0,0, 0,0,0,0 ,0
0.20,1.75,1000,0.20,1.75
8
4
0,0,0,0,0,0,0,0,0,0, 7,0,0,0 ,0
0.20,1.75,1000,0.20,1.75
9
4
0,0,0,0,0,0,0,0,0,0, 8,0,0,0 ,0
0.20,1.50,1000,0.20,1.50
10
4
0,0,0,0,0,0,0,0,0,0, 9,0,0,0 ,0
0.20,1.75,1000,0.20,1.75
11
5
5,0,0,0,0,100,0,0,0,0,10,0,0,0 ,0
15000
12
4
6,0,0,0,0, 100,0,0,0,0, 0,0,0,0 ,5
0.30,1.62,2000,0.30,1.62
13
4
0,0,0,0,0, 0,0,0,0,0, 12,0,0,0 ,0
0.30,2.0,2000,0.30,2.0
14
4
0,0,0,0,0, 0,0,0,0,0, 13,0,0,0 ,0
0.30,2.0,2000,0.30,2.0
15
4
0,0,0,0,0, 0,0,0,0,0, 14,0,0,0 ,0
0.30,2.0,2000,0.30,2.0
16
5
7,0,0,0,0, 100,0,0,0,0, 15,0,0,0 ,9
15000
