Situation VII: Water flows from a reservoir A with water surface elevation 150 m above sea level to a lower reservoir B at the rate of 190 li/sec. If the length of pipe connecting them is 510 m long and has a diameter of 300 mm, neglect minor losses, 28. What would be the elevation in meters of the water surface in reservoir B if f- 0.02. a. 137.48 m b. 142.60 m С. 129.60 m d. 119.20 m

Structural Analysis
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Chapter2: Loads On Structures
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Situation VII: Water flows from a reservoir A with water surface elevation 150 m above sea level to
a lower reservoir B at the rate of 190 li/sec. If the length of pipe connecting them is 510 m long and
nas a diameter of 300 mm, neglect minor losses,
28. What would be the elevation in meters of the water surface in reservoir B if f = 0.02.
a.
137.48 m
b. 142.60 m
C. 129.60m
d. 119.20 m
С.
0.80), mercury
Situation VIII: A tank contains three liquids, sea water (sp.gr. = 1.04) oil (sp.gr.
(sp.gr.
diameter is located at the bottom with C = 0.60.
%3D
%3D
13.60) with a depth 0.60 m, 1.30 m, and 0.50 m respectively. An orifice 100 mm in
WER
29.Determine the discharge.
a. 0.016 m³/s
b. 0.052 m³/s
c. 0.121 m³/s
d. 0.081 m3/s
Situation IX: Pipes 1, 4, and 3 are connected in series while pipes 2 and 3 are connected in parallel
to each other. Pipe 1 started at point A while that of pipe 4 ends at point D. If the discharge of the
system is 400 liters/second and f= 0.022 for all pipes.
NO
Length
Pipe
Diameter
700 m
1
800 mm
500 m
250 mm
400 m
3.
300 mm
250 m
275 mm
4
30. Determine the discharge of pipeline 2.
a. 150 liters/sec
b. 145 liters/sec
c. 140 liters/sec
d. 132 liters/sec
С.
After a heavy downpour the depth of
m longT
diame
6 2.20 x
Transcribed Image Text:Situation VII: Water flows from a reservoir A with water surface elevation 150 m above sea level to a lower reservoir B at the rate of 190 li/sec. If the length of pipe connecting them is 510 m long and nas a diameter of 300 mm, neglect minor losses, 28. What would be the elevation in meters of the water surface in reservoir B if f = 0.02. a. 137.48 m b. 142.60 m C. 129.60m d. 119.20 m С. 0.80), mercury Situation VIII: A tank contains three liquids, sea water (sp.gr. = 1.04) oil (sp.gr. (sp.gr. diameter is located at the bottom with C = 0.60. %3D %3D 13.60) with a depth 0.60 m, 1.30 m, and 0.50 m respectively. An orifice 100 mm in WER 29.Determine the discharge. a. 0.016 m³/s b. 0.052 m³/s c. 0.121 m³/s d. 0.081 m3/s Situation IX: Pipes 1, 4, and 3 are connected in series while pipes 2 and 3 are connected in parallel to each other. Pipe 1 started at point A while that of pipe 4 ends at point D. If the discharge of the system is 400 liters/second and f= 0.022 for all pipes. NO Length Pipe Diameter 700 m 1 800 mm 500 m 250 mm 400 m 3. 300 mm 250 m 275 mm 4 30. Determine the discharge of pipeline 2. a. 150 liters/sec b. 145 liters/sec c. 140 liters/sec d. 132 liters/sec С. After a heavy downpour the depth of m longT diame 6 2.20 x
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