Distance from bank Width of Velocity at point Meter Revolutions Time Mean () Depth qns section Area Velocity (Rev/s) (m) (m) (m) (m) (S) (c) (e) (9) (a) (s) (6) 0.60 Q.30 0.18 10 0.20 0.162 0.162 9.30 60'0 0.63 0.015 0.84 22 0.21 % 35 1.20 1.05 55 0.40 0.294 0.384 0.60 0.242 52 0.67 0.474 1.80 1.26 28 53 0.53 e.379 0.432 0.75 1.17 0.505 58 40 32 69'0 0.55 0.3 0.485 2.70 1.5 58 0.394 0.460 0.75 1.418 0.652 45 0.525 09 45 0.39 0.75 3.30 1.32 1.15 28 0.62 0.441 0.472 0.792 0.374 09'0 0.27 33 0.72 0.503 09'0 0.30 0.39 22 0.44 0.320 0.320 0.127 99'0 0.24 3.90 960 4.50 0.15 12 0.24 0.192 0.192 0.072 0.014 OL'S 1.929 Total 4.568

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Can u tell how column 9 width of sub section came ?

Subject:Hydrology and water resources 

Table 5.1 Computations for Current Meter Observations
3 A9
Distance
from bank
Current
Meter
Width of
Velocity at
point
Revolutions
Time
Mean
(m)
Depth
-gns
section
N
Velocity
Area
Discharge
(Rev/s)
(m)
(u)
(u)
(w)
Gu)
(S/)
(1)
(2)
(e)
(t)
(s)
(e)
(9))
(6)
o o)
-0.60
0.30
0.18
0.20
0.162
0.162
0.30
0.015
Ky
60'0
0.63
- 1.20
1.05
0.84 22
55
0.40
0.294
0.384
0.242
09'0
35
52
0.67
0.474
1.80
1.26
28
53
0.53
0.379
0.432
0.75
1.17
0.505
0.3
58
69'0
0.55
0.485
-2.70
1.5
32
0.394
09'0
0.75
1.
1.418
0.652
68
89
45
09
45
0.75
0.525
3.30
1.32
1.15
28
0.62
0.441
0.472
0.792
0.374
09'0
0.27
33
0.72
0.503
0.320
0.320
09'0
0.30
96E0
0.072
0.39
22
0.44
0.127
06'E
4.50
99 0
0.24
0.15
12
0.24
0.192
0.192
0.014
5.10
Total
4.568
1.929
Transcribed Image Text:Table 5.1 Computations for Current Meter Observations 3 A9 Distance from bank Current Meter Width of Velocity at point Revolutions Time Mean (m) Depth -gns section N Velocity Area Discharge (Rev/s) (m) (u) (u) (w) Gu) (S/) (1) (2) (e) (t) (s) (e) (9)) (6) o o) -0.60 0.30 0.18 0.20 0.162 0.162 0.30 0.015 Ky 60'0 0.63 - 1.20 1.05 0.84 22 55 0.40 0.294 0.384 0.242 09'0 35 52 0.67 0.474 1.80 1.26 28 53 0.53 0.379 0.432 0.75 1.17 0.505 0.3 58 69'0 0.55 0.485 -2.70 1.5 32 0.394 09'0 0.75 1. 1.418 0.652 68 89 45 09 45 0.75 0.525 3.30 1.32 1.15 28 0.62 0.441 0.472 0.792 0.374 09'0 0.27 33 0.72 0.503 0.320 0.320 09'0 0.30 96E0 0.072 0.39 22 0.44 0.127 06'E 4.50 99 0 0.24 0.15 12 0.24 0.192 0.192 0.014 5.10 Total 4.568 1.929
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