7 (a) Explain three methods of determining the mean areal depth of precipitation over a basin covered by several rain-gauge stations. (b) Find the mean precipitation for the area shown in Fig. P 2.24 by Thiessen polygon method. The area is composed of a square plus an equilateral triangular plot of side 2 km. Rainfall readings are in cm at the various stations indicated. (32.33 cm) 2 km 5 cm 2 km 2 km D 10 cm 20 cm 38 cm Rain gauge stations Fig. P2.24 Rain-gauge network B 68 cm 2 km 43 cm C

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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(Civil engineering hydrology)
7 (a) Explain three methods of determining the mean areal depth of precipitation over a basin
covered by several rain-gauge stations.
(b) Find the mean precipitation for the area shown in Fig. P 2.24 by Thiessen polygon method.
The area is composed of a square plus an equilateral triangular plot of side 2 km. Rainfall
readings are in cm at the various stations indicated.
(32.33 cm)
2 km
5 cm
2 km
2 km
D
10 cm
20 cm
38 cm
Rain gauge stations
Fig. P2.24 Rain-gauge network
B
68 cm
2 km
43 cm
C
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Transcribed Image Text:7 (a) Explain three methods of determining the mean areal depth of precipitation over a basin covered by several rain-gauge stations. (b) Find the mean precipitation for the area shown in Fig. P 2.24 by Thiessen polygon method. The area is composed of a square plus an equilateral triangular plot of side 2 km. Rainfall readings are in cm at the various stations indicated. (32.33 cm) 2 km 5 cm 2 km 2 km D 10 cm 20 cm 38 cm Rain gauge stations Fig. P2.24 Rain-gauge network B 68 cm 2 km 43 cm C Scanned with CamScanner
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