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0 <br /> Table 3 <br /> RATE OF LIQUID FLUX THROUGH COMPOSITE LINER DUE TO GEOMEMBRANE DEFECTS <br /> Forward Landfill,San Joaquin County,California <br /> PARAMETER UNIT AREA 1 AREA 2 AREA 3 AREA 4 COMMENT <br /> Al m2 4046 4046 4046 4046 Unit Area for Calculation <br /> A2 Acres 9.86 19.03 10.53 5.17 Total Disposal Area Assuming Uniform Distribution of Bed Ash <br /> A3 Acres 0.30 0.30 0.08 0.01 Total Disposal Area Assuming Average 2-11-thick Lift of Bed Ash <br /> n None 2 2 2 2 No.of Defects per Unit Area <br /> C, None 0.21 0.21 0.21 0.21 Good CQA and Liner Placement <br /> d m 0.0035 0.0035 0.0035 0.0035 Diameter of Defect <br /> a m2 9.6E-06 9.6E-06 9.6E-06 9.6E-06 Area of Defect <br /> h m 0.3 0.3 0.3 0.3 Leachate Head Acting on Liner <br /> is m 0.6 0.6 0.6 0.6 Thickness of CCL Below Liner <br /> ks m/sec 1.00E-09 1.00E-09 1.00E-09 1.00E-09 Hydraulic Conductivity of CCL Below Liner <br /> Q (m3/sec)/m2 9.79E-09 9.79E-09 9.79E-09 9.79E-09 Q=n'Co'd"'*ho.9ekso34 <br /> Q (m3/yr)/m2 1.28E-02 1.28E-02 1.28E-02 1.28E-02 Convertto Year <br /> QAl m/yr 3.17E-06 3.17E-06 3.17E-06 3.17E-06 Flux Per Unit Area(Al) <br /> Ck2 m/yr 3.13E-05 6.03E-05 3.34E-05 1.64E-05 Flux Per Disposal Area(Uniform Distribution) <br /> QA3 m/yr 9.47E-07 9.47E-07 2.47E-07 4.49E-08 Flux Per Disposal Area 2-ft-thick Lift of Bed Ash) <br /> REFERENCE-Giroud,J.P.,1997,"Equations for Calculating the Rate of Liquid Migration Through Composite Liners Due to Geomembrane Defects", <br /> Geosynthetics International,Vol.4,Nos.3-4,pp.335-348. <br />