using kineros2 outside of agwa...agwa version: 20120323! simulation creation date: 3/13/2015...
TRANSCRIPT
Using KINEROS2 outside of AGWA
Why?add element types not supported by AGWA (pond, pipe, urban, inject)subdivide hillslope (plane) elements according to land use, soil typeincorporate data not in the GIS or not supported by AGWA, such as field measurements
Where?<workspace>\<delineation name>\<discretizationname>\simulations\<simulation name>\e.g. D:\GIS\Walnut_Gulch\LH4\lh4d4\simulations\lh4s1\
What?Parameter file (e.g. lh4s1.par)Rainfall file (e.g. 1a1hr.pre)Run file* (default: kin.fil)Executable file (k2.exe)
How?Edit input files with a text editor like Notepad
KINEROS2 Website -> Documentation -> Input Parameters
http://www.tucson.ars.ag.gov/kineros/
Parameter File – GLOBAL Block! File Info! AGWA Version: 20120323! Simulation Creation Date: 3/13/2015 12:54:05 PM! Watershed: lh4d4! Total Watershed Area: 44026square meters! Contributing Source Area: 11008 square meters! DEM Cell Size: 1! Number of Planes: 8! Number of Channels: 3! LandCover: nlcd2006! Soils: ssurgo! End of File Info
BEGIN GLOBALCLEN = 10, UNITS = METRICDIAMS = 0.25, 0.033, 0.004 ! mmDENSITY = 2.65, 2.65, 2.65 ! g/ccTEMP = 33 ! deg CNELE = 11
END GLOBAL
Parameter File – PLANE BlockBEGIN PLANEID = 11, PRINT = 1LEN = 201.8, WID = 71.6, SL = 0.111, MAN = 0.055X = 589715.2, Y = 3512345.8Ks = 8.66, G = 160.17, POR = 0.412, ROCK = 0.27CV = 1.38, DIST = 0.29, SMAX = 0.79FR = 0.52, 0.27, 0.2, SPLASH = 59.33, COH = 0.004INTER = 3, CANOPY = 0.25, PAVE = 0
END PLANE
LENGTH
WIDTH
Flow Direction
Parameter File – CHANNEL BlockBEGIN CHANNELID = 14, PRINT = 1UP = 11, LAT = 12 13LEN = 131.76SLOPE = 0.0346X = 589746.5Y = 3512212.439WIDTH = 1.41, 1.75DEPTH = 0.22, 0.24MAN = 0.035SS1 = 1, SS2 = 1WOOL = YesKs = 210, G = 101DIST = 0.545, CV = 0POR = 0.44, ROCK = 0FR = 0.9, 0.05, 0.05SP = 63, COH = 0.005
END CHANNELSS1 SS2
WIDTH
DEPTH
Parameter File – POND BlockBEGIN PONDID = 31, UP = 6, PRINT = 1X = 589713.8, Y = 3512180.5N = 12, STOR = 0VOLUME DISCH SURF AREA0.00 0.00 14.74
114.92 0.20 215.10485.21 0.40 525.481224.23 0.60 952.572500.85 0.80 1600.684810.13 1.00 3017.865121.77 2.51 3215.085453.14 5.30 3412.315804.23 8.97 3609.536175.05 13.37 3806.756565.58 18.43 4003.976975.84 24.09 4201.19
END POND
DISCHVOLUME
SURF AREA
Parameter File – ADDER/DIVERTER BlocksBEGIN DIVERTERID = 2, UP = 1DIV = 3,4N = 6IN DIV01 DIV02
0.00 0.00 0.000.10 0.00 0.010.20 0.05 0.020.30 0.10 0.030.40 0.15 0.040.50 0.20 0.05
END DIVERTER
BEGIN ADDERID = 4, UP = 1,2,3
END ADDER
1
23 4
4
21 3
DIVERTER
ADDER
Parameter File – PIPE and INJECT Blocks
BEGIN PIPEID = 100, UP = 9,25,22,23, PRINT = 0LENGTH = 700, DIAM = 2, SLOPE = 0.02MANNING = 0.02
END PIPE
BEGIN INJECTID = 200, PRINT = 1File = AUG0607_2.INJ
END INJECT
Parameter File – URBAN Block
+--------------+--------------+--------------+--------------+| | | Indirectly | || | | Connected | Indirectly || Directly | Directly | Impervious | Connected || Connected | Connected - | - ICI - | Pervious || Pervious | Impervious +--------------+ - ICP - || - DCP - | - DCI - | +--------------+| | | Connecting | Connecting || | | Pervious | Impervious || | | - CP - | - CI - |=============================================================| || Street (half) || |+----------------------------- Street Crown ----------------+
Parameter File – URBAN Block
BEGIN URBANID = 1, PRINT = 0LENGTH = 119.0, WI = 540.0,12.0SLOPE = 0.020,0.012, MANNINGS = 0.012,0.20,0.014CS = 0.02KSAT = 0.22, G = 1.87, CV = 0.084POROSITY = 0.4, DIST = 0.5, ROCK = 0.1INTER = 0.08,0.04, CANOPY = 1X = 568704.0, Y = 3485527.2DCP = 0.29DCI = 0.14ICI = 0.29CP = 0.28
END URBAN
Parameter File – PRINT optionsEvent Volume Summary:
Rainfall 39.12000 mm 1722.279 cu m Plane infiltration 21.66113 953.643
Channel infiltration 1.66253 73.194Interception 0.75000 33.019
Storage 0.00115 0.051Outflow 15.00759 660.717
Error (Volume in - Volume out - Storage) < 1 percent
Time step was adjusted to meet Courant condition
Total watershed area = 4.402553 ha
Sediment yield = 4.946395 tons/ha
Sediment yield by particle class:
Particle size (mm) 0.250 0.033 0.004Yield (tons/ha) 3.530990 1.096019 0.319385
% of total yield 71.39 22.16 6.46
Parameter File – PRINT = 1Plane Element 11
Contributing area = 1.444888 ha
theta rel.sat.surface initial water content = 0.0824 0.2000estimated wilting point water content = 0.1035 0.1285estimated field capacity = 0.1898 0.38993-parameter soil infiltration: alpha = 0.8000
Peak flow = 0.2289294 cu m /s (57.03875 mm/hr) at 40.0 min
Peak sediment discharge = 7.288827 kg/s at 40.0 min
Water balance Sediment balance-------------------------------------- ------------------------
Rain: 554.4035 cu m 38.37000 mm In: 0.000 kgInflow: 0.0000 cu m 0.00000 mm Deposited: 0.000 kgInfilt: 317.3462 cu m 21.96338 mm Soil Loss: 6411.587 kgStored: 0.0000 cu m 0.00000 mm Out: 6415.148 kg
Out: 235.3884 cu m 16.29112 mm Error: 0.30 %
Parameter File – PRINT = 2Elapsed Time Rainfall Outflow Outflow Total Sediment
min mm/hr mm/hr cu m /s kg/s
0.0 15.12000 0.00000 0.0000000 0.0000001.0 15.12001 0.00001 0.0000000 0.0000072.0 17.34001 0.00002 0.0000001 0.0000003.0 20.16000 0.00004 0.0000002 0.0000004.0 20.16000 0.00020 0.0000008 0.0000005.0 20.16000 0.00028 0.0000011 0.0000006.0 20.16000 0.00037 0.0000015 0.0000017.0 20.16000 0.00046 0.0000019 0.0000018.0 20.16001 0.00058 0.0000023 0.0000029.0 20.15999 0.00071 0.0000029 0.000002
10.0 84.36000 0.00087 0.0000035 0.00000311.0 84.36000 0.45330 0.0018193 0.08245312.0 84.36000 1.53572 0.0061637 0.15015113.0 84.36000 3.21818 0.0129164 0.23743414.0 84.36000 5.50029 0.0220758 0.36446915.0 84.36000 8.38247 0.0336437 0.54981016.0 84.36000 11.86359 0.0476154 0.80851417.0 84.36000 15.94102 0.0639805 1.16294818.0 84.36006 20.61091 0.0827235 1.63234219.0 84.35995 25.86717 0.1038199 2.23578520.0 84.36006 31.68591 0.1271738 2.981310
Parameter File – PRINT = 3
"Time", "Rainfall", "Outflow", "Outflow", "Total Sed"," 0.250mm"," 0.033mm"," 0.004mm""(min)", "(mm/hr)", "(mm/hr)", "(cu m /s)", "(kg/s)", "(kg/s)", "(kg/s)", "(kg/s)"
0.0, 15.12000, 0.00000, 0.0000000, 0.000000, 0.000000, 0.000000, 0.0000001.0, 15.12001, 0.00001, 0.0000000, 0.000007, 0.000004, 0.000002, 0.0000012.0, 17.34001, 0.00002, 0.0000001, 0.000000, 0.000000, 0.000000, 0.0000003.0, 20.16000, 0.00004, 0.0000002, 0.000000, 0.000000, 0.000000, 0.0000004.0, 20.16000, 0.00020, 0.0000008, 0.000000, 0.000000, 0.000000, 0.0000005.0, 20.16000, 0.00028, 0.0000011, 0.000000, 0.000000, 0.000000, 0.0000006.0, 20.16000, 0.00037, 0.0000015, 0.000001, 0.000000, 0.000000, 0.0000017.0, 20.16000, 0.00046, 0.0000019, 0.000001, 0.000000, 0.000000, 0.0000018.0, 20.16001, 0.00058, 0.0000023, 0.000002, 0.000000, 0.000000, 0.0000019.0, 20.15999, 0.00071, 0.0000029, 0.000002, 0.000000, 0.000000, 0.000002
10.0, 84.36000, 0.00087, 0.0000035, 0.000003, 0.000000, 0.000000, 0.00000311.0, 84.36000, 0.45330, 0.0018193, 0.082453, 0.001646, 0.012392, 0.06841512.0, 84.36000, 1.53572, 0.0061637, 0.150151, 0.013096, 0.023295, 0.11376113.0, 84.36000, 3.21818, 0.0129164, 0.237434, 0.040026, 0.041211, 0.15619714.0, 84.36000, 5.50029, 0.0220758, 0.364469, 0.094736, 0.072281, 0.19745215.0, 84.36000, 8.38247, 0.0336437, 0.549810, 0.188759, 0.122417, 0.23863416.0, 84.36000, 11.86359, 0.0476154, 0.808514, 0.331221, 0.196881, 0.28041217.0, 84.36000, 15.94102, 0.0639805, 1.162948, 0.539742, 0.299581, 0.32362618.0, 84.36006, 20.61091, 0.0827235, 1.632342, 0.827540, 0.435920, 0.36888219.0, 84.35995, 25.86717, 0.1038199, 2.235785, 1.208519, 0.610978, 0.41628820.0, 84.36006, 31.68591, 0.1271738, 2.981310, 1.691029, 0.825894, 0.464387
…PRINT = 3, FILE = plane_11.csv…
Rainfall File! User-defined storm hyetograph computed using the SCS! Methodology with a type II distribution.! Storm generated for the "d1k1" watershed on! 6/13/2013 10:50:53 AM.! Duration = 1 hours
BEGIN RG1SAT = 0.2N = 7TIME DEPTH
! (min) (mm)0.00 0.0010.00 2.1420.00 5.5030.00 19.5640.00 33.6250.00 36.9860.00 39.12END
Run File
The format of the run file depends on whether the program is run in "batch" mode as in AGWA or in "prompt" mode
Batch ModeRun KINEROS2 (k2.exe) from a Command Prompt windowStart Menu -> All Programs -> Accessories -> Command Prompt)
k2 -b runfile[kin.fil]
Prompt ModeDouble clicking k2.exe from a file browser like Windows Explorer
Run File – Batch Modelh4s1.par,1a1h.pre,lh4s1.out,"",120,1,Y,Y,,Y,N
parameter filerainfall fileoutput fileTitle, must be enclosed in double quotesduration(min)time step(min)Courant adjustment?sediment?multiplier file (none in this case)tablular summary?not used
Multiplier File
Saturated hydraulic conductivity, KS
Manning/Chezy
Coefficient of variation of KS, CV
Capillary drive parameter, G
Interception
Soil cohesion parameter
Rain splash parameter
Run File – Prompt ModeThe run file for prompt mode has the same entries as for batch mode, with each entry on a separate line:
lh4s1.par1a1h.prelh4s1.out
1201YY
Y
The run file must be named “kin.fil” – if the file is not present the program will provide prompts to type in the information.