Q3/ Water is flowing upwards in an inclined homogeneous pipe frompoint No. (1) to point No. (2). The following data is available:-1- Length of pipe, L= 1400 (m).2- Diameter of pipe, d= 0.25 (m).3- Elevation of point No. (1) is 15 (m) above the Reference line andelevation of point No. (2) is 30 (m) above the Reference line.4- Piezometric head at point No. (1), hi= 61.16 ( m of water height).5- Piezometric head at point No. (2), h2= 20.39 (m of water height).6- Friction coefficient f=0.02 and hL=zeroFind:1- Head loss of water flow in the pipe from point No.(1) to pointNo.(2) due to friction hf.2- Water flow rate Q and flow velocity v in the pipe.Draw the H.G.L. of water flow in the pipe from point No. (1) to pointNo. (2).

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Water is flowing upwards in an inclined homogeneous pipe from at No. (1) to point No. (2). The following data is available:- Length of pipe, L= 1400 (m). iameter of pipe, d= 0.25 (m). levation of point No. (1) is 15 (m) above the Reference line and ation of point No. (2) is 30 (m) above the Reference line. iezometric head at point No. (1), hi= 61.16 ( m of water height).

Water is flowing upwards in an inclined homogeneous pipe from at No. (1) to point No. (2). The following data is available:- Length of pipe, L= 1400 (m). iameter of pipe, d= 0.25 (m). levation of point No. (1) is 15 (m) above the Reference line and ation of point No. (2) is 30 (m) above the Reference line. iezometric head at point No. (1), hi= 61.16 ( m of water height).

Elements Of Electromagnetics

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ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Q3/ Water is flowing upwards in an inclined homogeneous pipe from
point No. (1) to point No. (2). The following data is available:-
1- Length of pipe, L= 1400 (m).
2- Diameter of pipe, d= 0.25 (m).
3- Elevation of point No. (1) is 15 (m) above the Reference line and
elevation of point No. (2) is 30 (m) above the Reference line.
4- Piezometric head at point No. (1), hi= 61.16 ( m of water height).
5- Piezometric head at point No. (2), h2= 20.39 (m of water height).
6- Friction coefficient f=0.02 and hL=zero
Find:
1- Head loss of water flow in the pipe from point No.(1) to point
No.(2) due to friction hf.
2- Water flow rate Q and flow velocity v in the pipe.
Draw the H.G.L. of water flow in the pipe from point No. (1) to point
No. (2).

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