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i <br /> * <br /> HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE <br /> * HELP MODEL VERSION 3 . 07 <br /> ** (1 NOVEMBER 1997) *. <br /> DE19LOPED BY ENVIRONMENTAL LABORATORY <br /> ** USAE WATERWAYS EXPERIMENT STATION <br /> ** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY *_ <br /> I, <br /> PRECIPITATION DATA FILE:; C: \HELP3\FUOSSTKN.D4 <br /> TEMPERATURE DATA FILE: I C: \HELP3.\FU05STKN.D7 <br /> SOLAR RADIATION DATA FILE: C:\HELP3\FU05STKN.D13 <br /> EVAPOTRANSPIRATION DATA:; C:\HELPS\FUOSSTKN.Dll <br /> SOIL AND DESIGN FILE: :�HEfuOOUTPUATAF LCLP3\ 051crs.OUT <br /> TIME: 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 ASNEARLY STEADY-STATE VALUES BY THE PROGRAM. <br /> LAYER 1 <br /> TYPE 1 - VERTICAL PERCOLATION LAYER <br /> MATERIAL TEXTURE NUMBER 18 <br /> THICKNESS i = 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 />