Please answer number 7 only ne temperature and pressure at a depth of 20,000 ft?7. In reference to problem number 1, if another pump was used having a power requirement of12 hP with an efficiency of 73% in pumping the water at 1.2 ft3/s through a constantdiameter of a pipe. Determine the irreversible head loss of the piping system in ft of water ifthe free surface of the pool was at 35 ft? | 1. A water from Agno River is pumped at 13.3 L/s using a submerged pump at an efficiency of78% that is discharged to a swimming pool in Itogon which has a free surface of 30 m abovethe Agno River water level. The pipe that was used has a diameter of 7 cm on the suction lineand 5 cm on the discharge line from the pump. Assuming that the elevation differencebetween the pump inlet and outlet and the effect of the kinetic energy correction factors andfrictional losses in piping are negligible, calculate for the followinga) Power requirement by the pump in kWb) Pressure difference across the pumpc) Pumping cost/day(24 hour) if the electricity cost is P2.00/kW-hr

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7. In reference to problem number 1, if another pump was used having a power requirement of 12 hP with an efficiency of 73% in pumping the water at 1.2 ft3/s through a constant diameter of a pipe. Determine the irreversible head loss of the piping system in ft of water if the free surface of the pool was at 35 ft?

7. In reference to problem number 1, if another pump was used having a power requirement of 12 hP with an efficiency of 73% in pumping the water at 1.2 ft3/s through a constant diameter of a pipe. Determine the irreversible head loss of the piping system in ft of water if the free surface of the pool was at 35 ft?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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