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Chapter 7 FLOW THROUGH PIPES

Faculty Of Engineering at Shobra 2nd Year Civil - 2016 Fluid Mechanics, CVE 214 Dr. Alaa El-Hazek 48 Chapter 7 FLOW THROUGH PIPES 7-1 Friction Losses of Head in PIPES 7-2 Secondary Losses of Head in PIPES 7-3 Flow THROUGH Pipe Systems 7-1 Friction Losses of Head in PIPES : There are many types of losses of head for flowing liquids such as friction, inlet and outlet losses. The major loss is that due to frictional resistance of the pipe, which depends on the inside roughness of the pipe. The common formula for calculating the loss of head due to friction is Darcy s one.

Example 4: A pipe transmits water from a tank A to point C that is lower than water level in the tank by 4 m. The pipe is 100 mm diameter and 15 m long. The highest point on the pipe B is 1.5 m above water level in the tank and 5 m long from the tank. The friction factor (4 f) is 0.08, with sharp inlet and outlet to the pipe. a.

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