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TUSCON SOUTH DRAIN ANALYSIS <br /> WEST SIDE DRAIN, REACH S AND REACH N <br /> FLOW TO A FULLY PENETRATING LINE SLOT FROM A LINE SOURCE GRAVITY CONDITIONS <br /> FLOW FROM ONE SIDE OF TRENCH <br /> EQUATION: Q=K*x*(H^2-ho^2)/2L <br /> WHERE: <br /> K=HYDRAULIC CONDUCTIVITY IN FEET PER DAY <br /> x=LENGTH OF TRENCH IN FEET <br /> L=DISTANCE TO CONTINUOUS LINE SOURCE IN FEET <br /> H= HEAD IN AQUIFER AT DISTANCE L IN FEET <br /> ho= HEIGHT OF WATER IN TRENCH IN FEET <br /> LOW RANGE LOW RANGE <br /> K IN FEET/DAY 0.28 K IN FEET/DAY 2.80 <br /> L IN FEET 70 L IN FEET 70 <br /> H IN FEET 7 H IN FEET 7 <br /> ho IN FEET 0.5 ho IN FEET 0.5 <br /> Q IN CUBIC FEET/DAY/FOOT OF TRENCH 0.10 Q IN CUBIC FEET/DAY/FOOT OF TRENCH 0.98 <br /> LENGTH OF TRENCH IN FEET 2300 LENGTH OF TRENCH IN FEET 2300 <br /> TOTAL FLOW TO TRENCH IN FTA3/DAY 227 TOTAL FLOW TO TRENCH IN FTA3/DAY 2243 <br /> TOTAL FLOW TO TRENCH IN GPM 1.2 TOTAL FLOW TO TRENCH IN GPM 11.6 <br /> HIGH RANGE HIGH RANGE <br /> K IN FEET/DAY 0.28 K IN FEET/DAY 2.80 <br /> L IN FEET 400 L IN FEET 400 <br /> H IN FEET 7 H IN FEET 7 <br /> ho IN FEET 0.05 ho IN FEET 0.05 <br /> Q IN CUBIC FEET/DAY/FOOT OF TRENCH 0.02 Q IN CUBIC FEET/DAY/FOOT OF TRENCH 0.17 <br /> LENGTH OF TRENCH IN FEET 2300 LENGTH OF TRENCH IN FEET 2300 <br /> TOTAL FLOW TO TRENCH IN FTA3/DAY 39 TOTAL FLOW TO TRENCH IN FTA3/DAY 394 <br /> TOTAL FLOW TO TRENCH IN GPM 0.2 TOTAL FLOW TO TRENCH IN GPM 2.0 <br /> SOURCE:JOINT DEPARTMENTS OF THE ARMY,THE AIR FORCE AND THE NAVY, <br /> U.S.A., 1983 TECHNICAL MANUAL No. 5-818-5/AFM 88-5,CHAP. <br /> 6/NAVFAC P-418"DEWATERING AND GROUNDWATER CONTROL" <br /> Groundwater level FLOW <br /> Original ground duung pumping <br /> water level K � _ <br /> ,-(n0 ifCw) -" kx Z Z <br /> —� H <br /> it <br /> r----L <br />