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- °•- - '-- '-- ' - -' -:. J..r. J. J, _r.....L:..r..r..r- _L....r.:. _L.r..r..L J. -r - -r- J..r.... - ' - -' - -r J..L.r..r.:. - r... -... J.:.....r. J. _.. _. -.L J..r.:. :.... -r.... _..:. J.- r.:...- .r- .r....... J. - r.:..L.L:..r..r..r. -r. <br />HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE <br />HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) n <br />DEVELOPED BY ENVIRONMENTAL LABORATORY <br />USAE WATERWAYS EXPERIMENT STATION <br />FOR USEPA RISK REDUCTION ENGINEERING LABORATORY <br />4: �: :: :: s: :: -�: :s: sr �:: :: :'r :r :: :r :'r :rte: s'r - �: r: r4. •: :: :::•�'ri::::':� ............ .. .. .. .. .. .. .. .. .. .. .. n.. .. .. .. ::e :r sr�:Y sr ;� �.�:c :r : :4: xi: <br />..: r:... ks :........................: Y:............................... nn......... rdr ....x:.n......n.............. .. ..k�.. .. .. .. .. .. .. s': s. .. .. :r :nn <br />PRECIPITATION DATA FILE: <br />TEMPERATURE DATA FILE: <br />SOLAR RADIATION DATA FILE: <br />EVAPOTRANSPIRATION DATA: <br />SOIL AND DESIGN DATA FILE: <br />OUTPUT DATA FILE: <br />C: \HELP3.07 \SOMER_2.D4 <br />C: \HELP3.07 \SOMER_2.D7 <br />C: \HELP3.07 \SOMER_2.D13 <br />C: \HELP3.07 \SOMER_3.Dll <br />C: \HELP3.07 \DESIGN \6_UNREC.D10 <br />C: \HELP3.07 \OUTPUT \6_UNREC.OUT <br />TIME: 8:24 DATE: 12/ 4/2009 <br />XJI.: r�: rk•knnn::ksL.s �J.: s: ��J.. nn:: kk�..nl......L.kk:r'..nn. k:r�nl. Est •kin:. k:r sY n .. -:.: k�nnnl. .L. �s: ::� <br />TITLE Condition 6 - Unreclaimed Refuse Depth = 130ft, 3% slope <br />J.J �k�J..r. _L ��J.;,.r.J.J,J..LJ. -Y r• L rk. L J. . L . Ln: e•:: s r: J:; r::'::': s .:rs'rnJ.tnri:sY:rk•:.nn....nnn °. sr:Y.:..n�:':sYir�::Jknnn...... <br />NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER <br />WERE SPECIFIED BY THE USER. <br />LAYER 1 <br />TYPE 1 - VERTICAL PERCOLATION LAYER <br />MATERIAL TEXTURE NUMBER 90 <br />THICKNESS = 1560.00 INCHES <br />POROSITY = 0 .3970 VOL /VOL <br />FIELD CAPACITY = 0.1000 VOL /VOL <br />WILTING POINT = 0.0500 VOL /VOL <br />INITIAL SOIL WATER CONTENT = 0.1000 VOL /VOL <br />EFFECTIVE SAT. HYD. COND = 0.499999989000E - CM /SEC <br />LAYER 2 <br />0 TYPE 2 - LATERAL DRAINAGE LAYER <br />Page 1 <br />