4. The table shows the given data for determining the discharge of stream flowing in an open channel using the current meter. Draw the streamflow cross-section by plotting the distance (x) and depth (y) per station ,then calculate a) the width (Aw), b) the area (Aw.y) and c)the discharge (Aw.y.V) per station. Determine also the total area, total discharge and average velocity Table (a) (b) (c) Measurement Distance Station Width(Aw) | Depth (y) (m) (m) Мean Velocity V(m/s) Area Discharge From IP | (AW.X) m? (Aw.y.V) (X) m m/s A В 2.70 2.65 0.223 4.70 3.35 0.326 6.70 2.80 0.439 E 8.70 3.00 0.439 F 10.70 3.70 0.488 G 12.70 3.80 0.475 H 14.70 3.90 0..582 16.70 3.20 0.524 J 18.70 2.20 0.570 K 20.70 0.95 0.570 L 22.70 EAW= EAWY = EAWYV=, %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. The table shows the given data for determining the discharge of stream flowing in an
open channel using the current meter. Draw the streamflow cross-section by plotting the
distance (x) and depth (y) per station ,then calculate a) the width (Aw), b) the area (Aw.y)
and c)the discharge (Aw.y.V) per station. Determine also the total area, total discharge
and average velocity
Table
(a)
(b)
(c)
Measurement Distance
Station
Width(Aw) Depth (y)
(m)
(m)
Мean
Area
Discharge
From IP
Velocity
V(m/s)
(Aw.y)
(Aw.y.V)
(X) m
m2
m/s
A
В
2.70
2.65
0.223
C
4.70
3.35
0.326
D
6.70
2.80
0.439
E
8.70
3.00
0.439
F
10.70
3.70
0.488
G
12.70
3.80
0.475
H
14.70
3.90
0..582
16.70
3.20
0.524
J
18.70
2.20
0.570
K
20.70
0.95
0.570
L
22.70
EAW=
EAWY =
EAWYV=
Transcribed Image Text:4. The table shows the given data for determining the discharge of stream flowing in an open channel using the current meter. Draw the streamflow cross-section by plotting the distance (x) and depth (y) per station ,then calculate a) the width (Aw), b) the area (Aw.y) and c)the discharge (Aw.y.V) per station. Determine also the total area, total discharge and average velocity Table (a) (b) (c) Measurement Distance Station Width(Aw) Depth (y) (m) (m) Мean Area Discharge From IP Velocity V(m/s) (Aw.y) (Aw.y.V) (X) m m2 m/s A В 2.70 2.65 0.223 C 4.70 3.35 0.326 D 6.70 2.80 0.439 E 8.70 3.00 0.439 F 10.70 3.70 0.488 G 12.70 3.80 0.475 H 14.70 3.90 0..582 16.70 3.20 0.524 J 18.70 2.20 0.570 K 20.70 0.95 0.570 L 22.70 EAW= EAWY = EAWYV=
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