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Use these two input files to perform the calculations using HELP model. Submit output file as the completed assignment. It is an individual submittal. If
Use these two input files to perform the calculations using HELP model. Submit output file as the completed assignment. It is an individual submittal. If you need any input, please use literature to add the input and submit as part of the assignment.
Input Data for Active Condition Layer Number Liner System Input Information for Active Condition Thickness k Layer Description Type of Layer (inch) (cm/sec) Soil Type and Texture Number 1 | Daily Cover Waste Sand Protective Layer Geocomposite 60-mil HDPE Geomembrane Geosynthetic Clay Liner Geocomposite 60-mil HDPE Geomembrane Natural Clay Percolation Layer Percolation Layer Percolation Layer Drainage Layer Geomembrane Liner Barrier Soil Liner Drainage Layer Geomembrane Liner 6 120 24 0.20 0.06 0.23 0.20 1.0 x 10 2.0 x 10" 1.0 x 10 33 2.0 x 10- 3.0 x 10" 33 2.0 x 10 Silty Sand, #5 Waste, #43 Sand, Drainage Net, #34 Geomembrane, 35 Bentonite Mat, #17 Drainage Net, #34 Geomembrane, #35 8 0.06 Other Input Data for Active Condition Information Landfill Location Total Area (acre) Area Allowing Runoff (%) Surface Slope ( % ) Surface Slope Length (ft) Surface Condition Maximum Leaf Area Index Evaporative Zone Depth Drainage Length in Liner Drainage Slope Liner Active Condition Detroit, Michigan 1 0 2 100 Bare Ground 0 6 100 2 Input Data for Postclosure Condition Layer Number 1 2 3 4 5 Liner System and Final Cover Input Information for Rasta laante Condition Thickness k Layer Description Type of Layer (inch) (cm/sec) Vegetative Protective Layer Percolation Layer 30 1.9 x10 Geocomposite Drainage Layer 0.20 33 40-mil HDPE Geomembrane Geomembrane Liner 0.04 2.0 x 10 Compacted Soil Liner Barrier Soil Liner 18 1.0 x 10 Daily Cover Percolation Layer 6 1.0 x 10 Natural Clay Waste Percolation Layer 1920 2.0 x 10+ Sand Protective Layer Percolation Layer 24 1.0 x 10 Seesamposite Drainage Layer 0.20 33 60-mil HDPE Geomembrane Geomembrane Liner 0.06 2.0 x 10 Geosynthetic Clay Liner Barrier Soil Liner 0.23 3.0 x 10 Geocomposite Drainage Layer 0.20 33 60-mil HDPE Geomembrane Geomembrane Liner 0.06 2.0 x 10-13 Soil Type and Texture Number Silt, #9 Drainage Net, #34 Geomembrane, 35 Clay. Silty Sand, #5 6 7 8 9 10 11 12 Waste, 43 Sand, Drainage Net, #34 Geomembrane, #35 Bentonite Mat, #17 Drainage Net, #34 Geomembrane, #35 Other Input Data for Bestelaure Condition Information Bastslosure Condition Landfill Location Detroit, Michigan Total Area (acre) 1 Area Allowing Runoff (0) 100 Surface Slope (0) 25 Surface Slope Length (ft) 1000 Surface Condition Good Grass Maximum Leaf Area Index 1 Evaporative Zone Depth 6 Drainage Length in Liner 100 Drainage Slope Liner 2Step by Step Solution
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