3. Two reservoirs are connected by a 12-inch concrete pipe (finished surface), as shown below. Determine the velocity and discharge in the pipe. Consider friction but neglect minor losses. Inv. 242.5 Elev. 1132.0 ▼ Elev. 268.0 12" 4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. - 550.0' -425' 821' A ▼ 1425' - Elev. 1079.5 .B 60" Inv. 221.12

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter7: Seepage
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Problem 7.1P
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3. Two reservoirs are connected by a 12-inch
concrete pipe (finished surface), as shown
below. Determine the velocity and
discharge in the pipe. Consider friction
but neglect minor losses.
▼
Inv. 242.5
Elev. 1132.0
Elev. 268.0
12"
4. A reservoir discharges into a 60-inch
concrete pipe (rough surface) that
dis-charges freely, as shown below. What
is the pressure in the pipe at point A?
Consider friction but neglect minor losses.
-550.0'
425'
821'
A
1425'
. B
Elev. 1079.5
60"
Inv. 221.12
Transcribed Image Text:3. Two reservoirs are connected by a 12-inch concrete pipe (finished surface), as shown below. Determine the velocity and discharge in the pipe. Consider friction but neglect minor losses. ▼ Inv. 242.5 Elev. 1132.0 Elev. 268.0 12" 4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. -550.0' 425' 821' A 1425' . B Elev. 1079.5 60" Inv. 221.12
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