For determining the discharge of a river, the following observations were taken across the river. The last point with reading (0.835m) was at the right bank of the river with ground elevation of 43.765m. The water level of the river at that cross section was 43.365m above MSL. 1- Complete the level book form and apply arithmetic check. 2- Calculate the water section area of the river. Point 1 2 3 4 56780 Staff Readings (m) B.S. I.S. F.S. 0.915 2.120 2.350 1.325 1.550 2.315 1.725 1.215 2.335 2.225 Distance H.I. (m) (m) 0. 3 6 9 12 15 18 20.882 R.L. (m) Notes Left bank of the river C.P. C.P.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For determining the discharge of a river, the following observations were taken across
the river. The last point with reading (0.835m) was at the right bank of the river with
ground elevation of 43.765m. The water level of the river at that cross section was
43.365m above MSL.
1- Complete the level book form and apply arithmetic check.
2- Calculate the water section area of the river.
Point
1
2
3
4
5
6
789
9
Staff Readings (m)
B.S.
I.S.
F.S.
0.915
2.120
2.350
1.325
1.550
2.315
1.725
1.215
2.335
2.225
0.835
Distance H.I.
(m)
(m)
0
3
6
9
12
15
18
20.882
24
R.L.
(m)
Notes
Left bank of the river
C.P.
C.P.
Right bank of the river
Transcribed Image Text:For determining the discharge of a river, the following observations were taken across the river. The last point with reading (0.835m) was at the right bank of the river with ground elevation of 43.765m. The water level of the river at that cross section was 43.365m above MSL. 1- Complete the level book form and apply arithmetic check. 2- Calculate the water section area of the river. Point 1 2 3 4 5 6 789 9 Staff Readings (m) B.S. I.S. F.S. 0.915 2.120 2.350 1.325 1.550 2.315 1.725 1.215 2.335 2.225 0.835 Distance H.I. (m) (m) 0 3 6 9 12 15 18 20.882 24 R.L. (m) Notes Left bank of the river C.P. C.P. Right bank of the river
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