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aquifer artesian and gravity artesian flow backfill bentonite bottom capacity circular source coefficient of permeability cofferdam Contractor Corps of Engineers cutoff deep deep-well system depth dewatering system diameter drainage slot drilling fluid eductor Electroosmosis elevation Engineers Figure eq 1 fig equations equipment excavated slopes excavation factor of safety factors feet filter sand Flow and drawdown flow measurements fully penetrating G. A. Leonards gravity flow groundwater table grout header pipe hole hydraulic head losses hydrostatic hydrostatic pressure inches installed jet-eductor line source located McGraw-Hill Book Company method operation partially penetrating percent permeability permission of McGraw-Hill pervious piezometers pumping test radius of influence riser pipe sand drains screen and riser shaft silt slurry soil source of seepage specifications standby strata stratum sump pumping tion trench U.S. Army Corps unwatering Vacuum Pump valves water level water table wellpoint pump wellpoint system