Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015...

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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 type incorporate data not in the GIS or not supported by AGWA, such as field measurements Where? <workspace>\<delineation name>\<discretization name>\simulations\<simulation name>\ e.g. D:\GIS\Walnut_Gulch\LH4\lh4d4\simulations\lh4s1\

Transcript of Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015...

Page 1: Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015 12:54:05 PM! Watershed: lh4d4! Total Watershed Area: 44026square meters! Contributing Source

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\

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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

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KINEROS2 Website -> Documentation -> Input Parameters

http://www.tucson.ars.ag.gov/kineros/

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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

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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

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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

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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

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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

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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

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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 ----------------+

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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

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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

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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 %

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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

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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…

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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

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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

Page 18: Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015 12:54:05 PM! Watershed: lh4d4! Total Watershed Area: 44026square meters! Contributing Source

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

Page 19: Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015 12:54:05 PM! Watershed: lh4d4! Total Watershed Area: 44026square meters! Contributing Source

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

Page 20: Using KINEROS2 outside of AGWA...AGWA Version: 20120323! Simulation Creation Date: 3/13/2015 12:54:05 PM! Watershed: lh4d4! Total Watershed Area: 44026square meters! Contributing Source

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.