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HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE <br /> ** HELP MODEL VERSION 3 . 07 {1 NOVEMBER 1997} <br /> DEV13LOPED BY ENVIRONMENTAL <br /> LABORATORY � <br /> ** USAE WATERWAYS EXPERIMENT <br /> FOR USEP.A, RISK REDUCTION ENGINEER STATION <br /> LA13 <br /> ** LABORATORY <br /> PRECIPITATION DATA FILE:. C:\HELP3\FU05STKN.D4 <br /> TEMPERATURE DATA FILE: - C:\HELPS\FU05STKN.D7 <br /> SOLAR RADIATION DATA FILE: C:\HELP3\FUOSSTKN.D13 <br /> EVAPOTRANSPIRATION DATA:: C:\HELP3\FU05STKN.Dll <br /> SOIL AND DESIGN DATA FILE: C:\HELP3\FU05SOIL.D10 <br /> OUTPUT DATA FILE: C:\HELP3\fuO5lcrs.OUT <br /> rIME: 14 :10 " DATE: 12/15/2004 <br /> TITLE: Forward Landfill WMU FU-05; LCRS Design (10-ft Refuse Lift) <br /> NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE <br /> COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM. <br /> LAYER 1 <br /> TYPE I - VERTICAL PERCOLATION LAYER <br /> MATERIAL TEXTURE NUMBER 18 <br /> THICKNESS - 120. 00 INCHES <br /> POROSITY = 0.6710 VOL/VOL <br /> FIELD CAPACITY = 0.2920 VOL VOL <br /> WILTING- POINT = 0. 0770 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.2802 VOL/VOL <br /> EFFECTIVE SAT. HYD. GOND. = 0.100000005000E-02 CM/SEC <br /> LAYER 2 <br />