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****************************************************************************** <br /> ****************************************************************************** <br /> ** ** <br /> ** ** <br /> ** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE ** <br /> ** HELP MODEL VERSION 3 . 03 (31 DECEMBER 1994) ** <br /> ** DEVELOPED BY ENVIRONMENTAL LABORATORY ** <br /> ** USAE WATERWAYS EXPERIMENT STATION ** <br /> ** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY ** <br /> ** ** <br /> ** ** <br /> ****************************************************************************** <br /> ****************************************************************************** <br /> PRECIPITATION DATA FILE: C:\HELPMO-1\HELP3 .0\FWD004 .D4 <br /> TEMPERATURE DATA FILE: C:\HELPMO-1\HELP3 .0\FWD007.D7 <br /> SOLAR RADIATION DATA FILE: C:\HELPMO-1\HELP3 .0\FWD0013 .D13 <br /> EVAPOTRANSPIRATION DATA: C:\HELPMO-1\HELP3 .0\FWDO011 .Dll <br /> SOIL AND DESIGN DATA FILE: C:\HELPMO-1\HELP3 .0\WMUFU03 .D10 <br /> OUTPUT DATA FILE: C:\HELPMO-1\HELP3 .0\wmufu03 .OUT <br /> TIME: 9:38 DATE: 6/17/2003 <br /> TITLE: Forward Landfill - WMU FU-03 Design; 10-ft Refuse <br /> ****************************************************************************** <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 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 . 0770 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.2861 VOL/VOL <br /> EFFECTIVE SAT. HYD. GOND. = 0. 100000005000E-02 CM/SEC <br />