From a reservoir A whose surface elevation is 225 m, water is pumped through 1200 m. of 300 mmø pipes across a valley to a second reservoir B whose level is at elev. 240 m. During pumping, the pressure is 550 kPa at a point on the pipe midway of its length at C and at elevation 195 m. fa pump is installed near the outlet of the reservoir A and assuming f= 0.02. EL 240 EL 225 600 m 300 mme 300mme 600m EL 195 O Compute the discharge flowing in the pipeline. @ Compute the head added due to the presence of the pump. O Compute the horsepower exerted by the pump. (3)
From a reservoir A whose surface elevation is 225 m, water is pumped through 1200 m. of 300 mmø pipes across a valley to a second reservoir B whose level is at elev. 240 m. During pumping, the pressure is 550 kPa at a point on the pipe midway of its length at C and at elevation 195 m. fa pump is installed near the outlet of the reservoir A and assuming f= 0.02. EL 240 EL 225 600 m 300 mme 300mme 600m EL 195 O Compute the discharge flowing in the pipeline. @ Compute the head added due to the presence of the pump. O Compute the horsepower exerted by the pump. (3)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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