2012-09-06_REVISION - M2008070 ‎(16)‎

• Permit No: M2008070
• IBM Index Class Name: REVISION
• Doc Date: 9/6/2012
• Doc Name: AM-01 APPENDIX F: HELP MODEL/FLUID TRANSPORT
• From: WESTERN GRAVEL
• To: DRMS
• Type & Sequence: AM1
• Email Name: THM
• Media Type: D
• Archive: No

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HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE
HELP MODEL VERSION 3.07 (1 NOVEMBER 1997)
DEVELOPED BY ENVIRONMENTAL LABORATORY
USAE WATERWAYS EXPERIMENT STATION
FOR USEPA RISK REDUCTION ENGINEERING LABORATORY
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PRECIPITATION DATA FILE:
TEMPERATURE DATA FILE:
SOLAR RADIATION DATA FILE:
EVAPOTRANSPIRATION DATA:
SOIL AND DESIGN DATA FILE:
OUTPUT DATA FILE:
TIME: 11: 6 DATE:
1/ 7/2011
LINER
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TITLE: Western Gravel E &P Facility
C: \DOCUME- 1 \KDEATH -1 \DESKTOP \HELP \WDATA4.D4
C: \DOCUME -1 \KDEATH -1 \DESKTOP \HELP \WDATA7.D7
C: \DOCUME -1 \KDEATH -1 \DESKTOP \HELP \WDATA13.D13
C: \DOCUME -1 \KDEATH -1 \DESKTOP \HELP \LWDATA11.D11
C: \DOCUME -1 \KDEATH -1 \DESKTOP \HELP \LWDATA10.D10
C: \DOCUME -1 \KDEATH -1 \DESKTOP \HELP \LWOUT.OUT
NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE
COMPUTED AS NEARLY STEADY -STATE VALUES BY THE PROGRAM.
LAYER 1
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 11
THICKNESS = 12.00 INCHES
POROSITY = 0.4640 VOL /VOL
FIELD CAPACITY = 0.3100 VOL /VOL
WILTING POINT = 0.1870 VOL /VOL
INITIAL SOIL WATER CONTENT = 0.2997 VOL /VOL
EFFECTIVE SAT. HYD. COND. = 0.639999998000E -04 CM /SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 1.80
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