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x <br /> HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE <br /> ** HELP MODEL VERSION 3 . 07 (1 NOVEMBER 1997) <br /> ** DEVELOPED BY ENVIRONMENTAL <br /> ** L <br /> USAE WATERWAYS EXPERIMENTSTAT LA ' <br /> ** FOR USEPA RISK REDUCTION ENGINEERING <br /> ** LABORATORY *. <br /> PRECIPITATION DATA FILE::. C: \HELP3\FU05STKN.D4 <br /> TEMPERATURE DATA FILE: C: \HELP3-\FU05STKU <br /> SOLAR RADIATION DATA FILE: C: \HELP3\FLT05STKN.D7 <br /> EVAPOTRANSPIRATION DATA:, C:\HELP3\FU05STKN.Dll <br /> SOIL AND DESIGN DATA FILE: C: \HELP3\FU05SOIL.D10 <br /> OUTPUT DATA FILE: C: \HELP3\fu051crs.0UT <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 <br /> COMPUTEDEDASAS NECONTENT <br /> CONTENT OF THE LAYERS AND SNOW WATER WERE <br /> ARLY STEADY-STATE VALUES BY THE PROGRAM. <br /> LAYER 1 <br /> TYPE 1 - 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. 077Q 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 />