23 The isohyets for a 2-day storm on a basin of 1038.3 km² are shown in Fig. P 2.28 and the area between the isohyets as planimetered are given below. Draw the depth-area-duration curve for the basin. 58 10 cm 8.5 cm O 15 cm VI Zone 1 11 111 IV V VI Total III .. 12.1 cm Basin boundary-> 10 cm 13.5 cm 17.1 cm H II I 15 cm 9 10 cm Area (km²) Ⓡ 14.1 cm III Ⓡ 13.2 cm Scanned with CamScann 63.4 278.0 389.0 220.0 55.2 32.7 1038.3 8.5 cm IV 4.2 cm 5 cm 5cm 4.2 cm HYDROLOGY

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(Civil engineering hydrology)
23 The isohyets for a 2-day storm on a basin of 1038.3 km² are shown in Fig. P 2.28 and the area
between the isohyets as planimetered are given below. Draw the depth-area-duration curve for
the basin.
58
10 cm
8.5 cm
15 cm
VI
Zone
1
11
111
IV
V
VI
Total
III
12.1 cm
Basin boundary-
10 cm
17.1
cm
13.5 cm
II
I
-15 cm
9
10 cm
Area (km²)
O
14.1
cm
III
13.2 cm
Scanned with CamScanner
63.4
278.0
389.0
220.0
55.2
32.7
1038.3
10 cm
8.5
cm
IV
4.2
cm
5 cm
5 cm
4.2 cm
HYDROLOGY
Transcribed Image Text:23 The isohyets for a 2-day storm on a basin of 1038.3 km² are shown in Fig. P 2.28 and the area between the isohyets as planimetered are given below. Draw the depth-area-duration curve for the basin. 58 10 cm 8.5 cm 15 cm VI Zone 1 11 111 IV V VI Total III 12.1 cm Basin boundary- 10 cm 17.1 cm 13.5 cm II I -15 cm 9 10 cm Area (km²) O 14.1 cm III 13.2 cm Scanned with CamScanner 63.4 278.0 389.0 220.0 55.2 32.7 1038.3 10 cm 8.5 cm IV 4.2 cm 5 cm 5 cm 4.2 cm HYDROLOGY
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