calculate the discharge.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Problem 01
Water from a large reservoir is discharge to atmosphere through a 100 mm
diameter pipe and 450 m long. The entry from the reservoir to the pipe is
sharp and the outlet is 12m below the surface level in the reservoir. Taking
f=0.01 in the Darcy formula, calculate the discharge.
Problem 02
Water is discharged from a reservoir into the atmosphere through a pipe 39m
long. There is a sharp entrance to the pipe and diameter is 50 mm for 15 m
long from the entrance. The pipe then enlarge suddenly to 75 mm in diameter
for the remainder of its length. Taking into account the loss of head at entry
and at the enlargement, calculate the difference of level between the surface
of the reservoir and the pipe exit, which will maintain a flow of 2.8 dm³/sec.
Take f as 0.0048 for the 50 mm pipe and 0.0058 for the 75 mm pipe.
Problem 03
V
d
Water is pumped with a velocity 2, 8 m/s in a 150 mm diameter pipe. The
H₂
branches at A into a 75 mm diameter pipe, 50 m long with f-0,008, and a
the
100 mm diameter pipe, 170 m long with f= 0,007, which joins up again into
du
a 150 mm diameter pipe. Point A is 5 m higher than point B. Determine:
(a) The flow rate in each pipe & the pressure at B if the pressure at A is
450 kPa.
7| Page
Transcribed Image Text:Problem 01 Water from a large reservoir is discharge to atmosphere through a 100 mm diameter pipe and 450 m long. The entry from the reservoir to the pipe is sharp and the outlet is 12m below the surface level in the reservoir. Taking f=0.01 in the Darcy formula, calculate the discharge. Problem 02 Water is discharged from a reservoir into the atmosphere through a pipe 39m long. There is a sharp entrance to the pipe and diameter is 50 mm for 15 m long from the entrance. The pipe then enlarge suddenly to 75 mm in diameter for the remainder of its length. Taking into account the loss of head at entry and at the enlargement, calculate the difference of level between the surface of the reservoir and the pipe exit, which will maintain a flow of 2.8 dm³/sec. Take f as 0.0048 for the 50 mm pipe and 0.0058 for the 75 mm pipe. Problem 03 V d Water is pumped with a velocity 2, 8 m/s in a 150 mm diameter pipe. The H₂ branches at A into a 75 mm diameter pipe, 50 m long with f-0,008, and a the 100 mm diameter pipe, 170 m long with f= 0,007, which joins up again into du a 150 mm diameter pipe. Point A is 5 m higher than point B. Determine: (a) The flow rate in each pipe & the pressure at B if the pressure at A is 450 kPa. 7| Page
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