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** <br />** <br />HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE ** <br />** HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) ** <br />** DEVELOPED BY ENVIRONMENTAL LABORATORY ** <br />** USAE WATERWAYS EXPERIMENT STATION ** <br />** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY ** <br />** ** <br />****************************************************************************** <br />PRECIPITATION DATA FILE: C:\HELP3\FU05STKN.D4 <br />TEMPERATURE DATA FILE: C:\HELP3\FU05STKN.D7 <br />SOLAR RADIATION DATA FILE: C:\HELP3\FU05STKN.D13 <br />EVAPOTRANSPIRATION DATA: C:\HELP3\FU05STKN.Dll <br />SOIL AND DESIGN DATA FILE: C:\HELP3\FU05SOIL.D10 <br />OUTPUT DATA FILE: C:\HELP3\fu05lcrs.OUT <br />TIME: 14:10' DATE: 12/15/2004 <br />TITLE: Forward Landfill WMU FU -05; LCRS Design (10 -ft Refuse Lift) <br />****************************************************************************** <br />11 <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 = 0.2802 VOL/VOL <br />EFFECTIVE SAT. HYD. GOND. = 0.100000005000E-02 <br />VpAv i <br />CM/SEC <br />