Problem 5.5 One field party measured the following data (Table 5.12) using the current metering approach to measure the discharge. Assuming a=0.05 and b=2.3 for computing velocity in m/s. Calculate the discharge of the stream. Table 5.12: Current Meter Observations Distance from Meter Depth (m) Revolution Time Depth (m) the bank (m) (sec) 50 0.60 0.30 0.18 10 1.20 1.07 0.85 22 55 0.21 35 52 1.80 1.59 1.28 28 53 0.30 40 58 2.70 1.92 1.52 32 58 0.40 45 60 3.30 1.34 1.07 28 45 0.27 33 46 3.90 0.67 0.40 22 50 4.50 0.24 0.15 12 49 5.10 0.00

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
Hydrology: i need the answer quickly i need all the steps, i need the answer in Handwritten.
Problem 5.5
One field party measured the following data (Table 5.12) using the current
metering approach to measure the discharge. Assuming a=0.05 and b=2.3 for
computing velocity in m/s. Calculate the discharge of the stream.
Table 5.12: Current Meter Observations
Distance from
Depth
(m)
Meter Depth
Time
Revolution
the bank (m)
(sec)
(m)
0.18
0.60
0.30
10
50
1.20
1.07
0.85
22
55
0.21
35
52
1.80
1.59
1.28
28
53
0.30
40
58
2.70
1.92
1.52
32
58
0.40
45
60
1.34
28
45
1.07
0.27
3.30
33
46
3.90
0.67
0.40
22
50
4.50
0.24
0.15
12
49
5.10
0.00
Transcribed Image Text:Problem 5.5 One field party measured the following data (Table 5.12) using the current metering approach to measure the discharge. Assuming a=0.05 and b=2.3 for computing velocity in m/s. Calculate the discharge of the stream. Table 5.12: Current Meter Observations Distance from Depth (m) Meter Depth Time Revolution the bank (m) (sec) (m) 0.18 0.60 0.30 10 50 1.20 1.07 0.85 22 55 0.21 35 52 1.80 1.59 1.28 28 53 0.30 40 58 2.70 1.92 1.52 32 58 0.40 45 60 1.34 28 45 1.07 0.27 3.30 33 46 3.90 0.67 0.40 22 50 4.50 0.24 0.15 12 49 5.10 0.00
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