A spillway controls reservoir 4.6 hectares in area. The permanent crest is at elevation 75 m. Water can be drawn from elevation 76.5 to elevation 75.5 m in 42 minutes. Find the length of the spillway in m. Use Francis formula.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1:18 AM
O 100% E
Done
REVHYO5-PS
ΟNLΙNE
cn # (0922) 8.777 211.
SUBJECT CODE: REVHY05
PROBLEM 19:
A spillway controls reservoir 4.6 hectares in area. The
permanent crest is at elevation 75 m. Water can be
drawn from elevation 76.5 to elevation 75.5 m in 42
minutes. Find the length of the spillway in m. Use
Francis formula.
а.
13.9
b.
14.9
С.
11.9
d.
12.9
PADILLA
REVIEW CENTER
ONLINE
cn # (0922) 8.777 211.
SUBJECT CODE: REVHY05
PROBLEM 20:
A canal line 1.4 km long is designed based on a
storm on a 6 ha. property which produced 40 mm per
hour. Assuming a velocity flow of 0.8 m/s with runoff
coefficient of C = 0.5, what peak discharge can be
expected from the area in m3/hour?
%D
а.
1500
b.
1200
С.
2400
d.
1800
PADILLA
REVIEW CENTER
ONLINE
cn # (0922) 8 777 211
SUBJECT CODE: REVHY05
Transcribed Image Text:l Globe 1:18 AM O 100% E Done REVHYO5-PS ΟNLΙNE cn # (0922) 8.777 211. SUBJECT CODE: REVHY05 PROBLEM 19: A spillway controls reservoir 4.6 hectares in area. The permanent crest is at elevation 75 m. Water can be drawn from elevation 76.5 to elevation 75.5 m in 42 minutes. Find the length of the spillway in m. Use Francis formula. а. 13.9 b. 14.9 С. 11.9 d. 12.9 PADILLA REVIEW CENTER ONLINE cn # (0922) 8.777 211. SUBJECT CODE: REVHY05 PROBLEM 20: A canal line 1.4 km long is designed based on a storm on a 6 ha. property which produced 40 mm per hour. Assuming a velocity flow of 0.8 m/s with runoff coefficient of C = 0.5, what peak discharge can be expected from the area in m3/hour? %D а. 1500 b. 1200 С. 2400 d. 1800 PADILLA REVIEW CENTER ONLINE cn # (0922) 8 777 211 SUBJECT CODE: REVHY05
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