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Project 1: Determine the design flow for the transmission pipes RA, AB and BC shown on the figure below. Also determine the storage volume required at the storage Reservoir.
Design Data: 1. Pump P1 is 3 m below the reservoir water level. 2. Water demand 500 L/c/d 3. Pipe roughness height = 1 mm 4. Maximum day factor = 1.8 5. Maximum hour factor = 3.25 6. Assume Pipe diameter
Elevation Population to serve
Length of Transmission pipe
Fire flow demand
Minimum pressure required Reservoir Level 100.00 m Distribution Point A 120.00 m 50,000 R to A = 5 Km 15000 L/min 600 kPa Distribution Point B 140.00 m 20,000 A to B = 7 Km 10,000 L/min 550 kPa Distribution Point C 170.00 m 30,000 B to C = 10 Km 12,000 L/min 480 kPa
