In the system shown below in Figure 2, the ground levels at points A, B, and C are at the same elevation. The lift pumps

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In The System Shown Below In Figure 2 The Ground Levels At Points A B And C Are At The Same Elevation The Lift Pumps 1 (19.93 KiB) Viewed 18 times

In The System Shown Below In Figure 2 The Ground Levels At Points A B And C Are At The Same Elevation The Lift Pumps 2 (36.32 KiB) Viewed 18 times

In The System Shown Below In Figure 2 The Ground Levels At Points A B And C Are At The Same Elevation The Lift Pumps 3 (29.97 KiB) Viewed 18 times

In the system shown below in Figure 2, the ground levels at points A, B, and C are at the same elevation. The lift pumps at A provide flow at a discharge pressure of 400 kPa, the water level elevation in the elevated storage tank at C is 35 m, and the equivalent pipelines to the load centre at point B are as given in the illustration. Use the nomograph in the appendix.
(a) If this system is designed to supply the load centre with water demand of 7,430.4 m/d from the lift pumps and outflow from elevated storage when the water pressure at B equals 275 kPa, evaluate and justify the system discharge at B. [10 marks] (b) Design a water supply system for a discharge into elevated storage with no discharge at the load centre. Determine the equivalent pipe for the combined pipelines between A and C. [10 marks) 400 m supply 35 m 450 m, 200 mm 10300 m, 150 mm C=100 C-100 с А Elevated Lift pumps Load center storage Figure 2: Water supply system
rrrrrrrrrrr 200 150 300 * & 8 Discharges 1000 1100 1200 400 OOCE 1400 1500 1600 1700 ۱ETH 150 00 من 3 Diameter of pipe, ليليا TTTTT هه ه به ت 3 3 3 3 3 3 3 3 383 2% 88 Loss of head of slope of hydraulic gradient m/1000 m 20 و 90 الا ا 04 03 0.25 Velocit, m/s