1999-04-08_REVISION - M1977208

• Permit No: M1977208
• IBM Index Class Name: Revision
• Doc Date: 4/8/1999
• Doc Name: Samples for CKD
• Type & Sequence: TR1
• Media Type: D
• Archive: No

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** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE *a
** HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) {*
~~ ' *i DEVELOPED BY ENVIRONMENTAL LABORATORY **
** USAE WATERWAYS EXPERIMENT STATION }*
** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY **
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PRECIPITATION DATA FILE: D:\HELP3\DATA4. D9
TEMPERATURE DATA FILE: D:\HELP3\DATA7.D7
SOLAR RADIATION DATA FILE: D:\HELP3\DATA13.D13
EVAPOTRANSPIRATION DATA: D:\HELP3\DATAl1.D11
SOIL AND DESIGN DATA FILE: D:\HELP3\DAKOTA.D10
OUTPUT DATA FILE: D:\HELP3\da kOtd.OUT
1 TIME: 13:57 DATE: 5/23/1999

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1 TITLE: C Pit Simulation of Leachate Rate at Top of the Dakota Sandstone
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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 8
' THICKNESS - 24.00 INCHES
POROSITY 0.4630 VOL/VOL
FIELD CAPACITY 0.2320 VOL/VOL
WILTING POINT = 0.1160 VOL/VOL
' INITIAL SOIL WATER CONTENT 0.1752 VOL/VOL
EFFECTIVE SAT. HYD. COND. 0.369999994000E-03 CM/SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 1.34
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE.
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