If H= 4 m, D = 10 m, h = 0.4 m and k = 0.0001 cm/s, the number of equipotential drops under the dam is h 6 m D 100 |200 300 |60.0 70.0 80.0 1900 1000 15 O 16 O 14 If H = 4 m, D = 10 m, h = 0.4 m andk = 0.0001 cm/s, the total head loss (m) is 6 m D 10.0 200 1300 140.0 1300 1600 70.0 800 1900 100.0 13.6 O 3.6

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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If H = 4 m, D = 10 m, h = 0.4 m and k = 0.0001 cm/s, the number of equipotential
drops under the dam is
h
6 m
D
100
|200
1300
140.0
1500
1600
70.0
800
190.0
100.0
15 O
16 O
14 O
If H = 4 m, D = 10 m, h = 0.4 m and k = 0.0001 cm/s, the total head loss (m) is
h
6 m
D
10.0
200
130.0
40.0
1500
1600
70.0
1800
190.0
100.0
13.6 O
3.6 O
14.4 O
4.4 O
If H = 4 m, D = 10 m, h = 0.4m and k = 0.0001 cm/s, the number of flow channels
under the dam is
h
6 m
D
100
200
130.0
40.0
1300
1600
70.0
1800
1900
100.0
6 O
4 O
Transcribed Image Text:If H = 4 m, D = 10 m, h = 0.4 m and k = 0.0001 cm/s, the number of equipotential drops under the dam is h 6 m D 100 |200 1300 140.0 1500 1600 70.0 800 190.0 100.0 15 O 16 O 14 O If H = 4 m, D = 10 m, h = 0.4 m and k = 0.0001 cm/s, the total head loss (m) is h 6 m D 10.0 200 130.0 40.0 1500 1600 70.0 1800 190.0 100.0 13.6 O 3.6 O 14.4 O 4.4 O If H = 4 m, D = 10 m, h = 0.4m and k = 0.0001 cm/s, the number of flow channels under the dam is h 6 m D 100 200 130.0 40.0 1300 1600 70.0 1800 1900 100.0 6 O 4 O
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