1. Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir Ċ in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f= 0.02. Draw the final hydraulic gradient line (HGL). Length, L Reservoir Discharge, Q (m³/s) Diam., D (cm) WS elev. (m) (km) A 0.15 (out) 35 1.40 145 B ? 25 0.90 125 C ? 30 1.60 ? A O B
1. Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir Ċ in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f= 0.02. Draw the final hydraulic gradient line (HGL). Length, L Reservoir Discharge, Q (m³/s) Diam., D (cm) WS elev. (m) (km) A 0.15 (out) 35 1.40 145 B ? 25 0.90 125 C ? 30 1.60 ? A O B
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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![1. Three reservoirs are connected by individual pipes to junction O as shown on the
figure below. Find the elevation of reservoir C in order that the discharge in pipe
AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula
with f= 0.02. Draw the final hydraulic gradient line (HGL).
Discharge, Q
|(m³/s)
0.15 (out)
Length, L
(km)
1.40
Reservoir
Diam., D (cm)
WS elev. (m)
A
35
145
?
25
0.90
125
?
30
1.60
A
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae7e5978-56a8-4618-a510-489892a0dd78%2Fafd7edd9-b651-4b2b-b83f-dfc9b616b408%2F204gwp_processed.png&w=3840&q=75)
Transcribed Image Text:1. Three reservoirs are connected by individual pipes to junction O as shown on the
figure below. Find the elevation of reservoir C in order that the discharge in pipe
AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula
with f= 0.02. Draw the final hydraulic gradient line (HGL).
Discharge, Q
|(m³/s)
0.15 (out)
Length, L
(km)
1.40
Reservoir
Diam., D (cm)
WS elev. (m)
A
35
145
?
25
0.90
125
?
30
1.60
A
B
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