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Chapter 3
KINEMATICS OF FLUID FLOW
3.1 Continuity Equation
Mass Mass
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Ex 3.4
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3.2 energy equations
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Ex
Find pressure head at point B
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Ex 3.18 Design pipe diameter
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3.3 Pump
datum
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Ex A pump is 60 % efficient pump from the reservoir into the
irrigation ditch 3 m wide rectangle by controlling water in
irrigation canals with the image depth. Find the pump power.
P
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3.4 Turbine
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Ex 3.24 Pipe D = 0.50 m Q = 2 cms Head lose 3 % of 30 m Find power of
turbine Given turbine Eff = 90 %
(1)
30 m
T (2)
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3.5 Flow through an Orice
3.5.1 small orifice
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Ex Leaves a water tank containing 1.8 m high tank bottom drainage hole size
diameter 50 mm , Cd = 0.60 Find the flow rate of drain hole in the case.
(A) Open the top of the tank Figure 1.
(B) Figure 2 tanks off the air pressure above the liquid was 70 kPa.
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3.5.2 Submerged orifice
3.5.3 Flow through the large orifice
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Ex A children catch hoses spray water up vertically. The compression at the
end of hoses and cause pressure 200 kPa at the end of pipe with speed 2 m/s
find the maximum water hmax
(2)
hmax = ?
(1)
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Ex To provide a higher level of concrete fountains 3 m by using small
diameter nozzle fountain nozzle, which is 15 cm below the 3 m concrete form.
(A) Find a flow rate of the springs.
(B) Be designed small diameter of the open concrete channel at least.