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 **
** HELP MODEL VERSION 3.01 (14 OCTOBER 1999) **
** DEVELOPED BY ENVIRONMENTAL LABORATORY **
** USAE WATERWAYS EXPERIMENT STATION **
** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY **
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r*+ika+iiari++k*+i*k*+++*ki{++aa+i+i}}*i++*+ii+ai+i*}+*+a4++i+a+i+i}++++air+a}
PRECIPITATION DATA FILE:
TEMPERATURE DATA FILE:
SOLAR RADIATION DATA FILE:
EVAPOTRANSPIRATION DATA:
SOIL AND DESIGN DATA FILE:
OUTPUT DATA FILE:
H:\MODELS\HELP3\DATA4. D9
H:\MODELS\HELP3\DATA7.D7
H:\MODELS\HELP3\DATA13.D13
H:\MODELS\HELP3\DATAl1.D11
H:\MODELS\HELP3\DATAl0.D10
H:\MODELS\HELP3\Case1.0UT
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' TIME: 16:19

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DATE: 5/22/1999
***++*+**ar**i+r+*+a*k*+*k**+****+**+iii*+*******i+**+*+}*k**i*++*i+a*i*i++**i
TITLE: C Pit Simulation of Leachate Flux at Base of CKD
+****+i***i+*{itik**ki*}*+**++{*a++*+ak+ri****i}{+**+****ii****+***+i*a*******
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 .~9
MATERIAL TEXTURE NUMBER 8 ~~
THICKNESS = 24.00 INCHES 'J ~r `•~
POROSITY = 0.4630 VOLIVOL ~ ~
FIELD CAPACITY = 0.2320 VOL/VOL
WILTING POINT = 0.1160 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.1691 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 20NE.
I II
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