Hydraulic Engineering

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Presentation transcript:

Hydraulic Engineering

Water Pump Part (C)

System Characteristic Curve Q1 > Q2 V1 > V2 hf1 > hf2 3

hf Selected Pump System Curve Q 4

Q hf Operation Point 5

System Characteristic Curve

Selected Pump

Elevated Tank

Selected Pump

System Curve & Pump Curve cases

Example 1 A Pump has a cavitation constant = 0.12, this pump was instructed on well using UPVC pipe of 10m length and 200mm diameter, there are elbow (ke=1) and valve (ke=4.5) in the system. the flow is 35m3 and The total Dynamic Head Ht = 25m (from pump curve) f=0.0167 Calculate the maximum suction head

Example 2 For the following pump, determine the required pipes diameter to pump 60 L/s and also calculate the needed power. Minor losses 10 v2/2g Pipe length 10 km roughness = 0.15 mm hs = 20 m 10 20 30 40 50 60 70 Q L/s 45 44.7 43.7 42.5 40.6 38 35 31 Ht - 57 53

To get 60 L/s from the pump hs + hL must be < 35 m Assume the diameter = 300mm Then:

Assume the diameter = 350mm Then:

Example 3 A pump was designed to satisfy the following system 9 6 3 Q (m3/hr) 38 20 12 hf (m) Check whether the pump is suitable or not Pipe diameter is 50mm

1- Draw the system curve and check the operation point

pump is not suitable, the cavitation will occur There are an operation point at: Q = 9 m3/hr H =58m NPSHR =4.1 Then Check NPSHA pump is not suitable, the cavitation will occur

Pumps in series & Parallel Pumps in Parallel:

Pumps in series:

Change in pump speed (constant size)

Example 4

Solution

Home Work