Annual rainfall data for station A as well as the annual rainfall values for a group of three neighboring stations located in a meteorologically homogeneous region are given below. Test the consistency of the annual rainfall data of station A and correct the record if there is any discrepancy. Estimate the mean annual precipitation at station A. Year Station A Station B Station C Station D 1990 140.15 78.4 77.2 79.7 1991 125.2 67.9 66.5 69.4 1992 123 60 61.3 65.3 1993 116.9 62.3 68.1 71.7 1994 155.1 81.8 80.1 83 1995 168.1 87.3 85.6 82.7 1996 88.6 89.9 90.1 89.4 1997 93.7 94.7 93.7 91.5 1998 93.5 92.8 91.5 92.4 1999 90.2 89.9 90.3 90.1 2000 83.5 84.9 83.6 82.3 2001 82.4 87.1 83.4 80.7

Annual rainfall data for station A as well as the annual rainfall values for a group of three neighboring stations located in a meteorologically homogeneous region are given below. Test the consistency of the annual rainfall data of station A and correct the record if there is any discrepancy. Estimate the mean annual precipitation at station A. Year Station A Station B Station C Station D 1990 140.15 78.4 77.2 79.7 1991 125.2 67.9 66.5 69.4 1992 123 60 61.3 65.3 1993 116.9 62.3 68.1 71.7 1994 155.1 81.8 80.1 83 1995 168.1 87.3 85.6 82.7 1996 88.6 89.9 90.1 89.4 1997 93.7 94.7 93.7 91.5 1998 93.5 92.8 91.5 92.4 1999 90.2 89.9 90.3 90.1 2000 83.5 84.9 83.6 82.3 2001 82.4 87.1 83.4 80.7

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.

Question

Annual rainfall data for station A as well
as the annual rainfall values for a group of
three neighboring stations located in a
meteorologically homogeneous region are
given below. Test the consistency of the
annual rainfall data of station A and correct
the record if there is any discrepancy.
Estimate the mean annual precipitation at
station A.
Year
Station A
Station B
Station C
Station D
1990
140.15
78.4
77.2
79.7
1991
125.2
67.9
66.5
69.4
1992
123
60
61.3
65.3
1993
116.9
62.3
68.1
71.7
1994
155.1
81.8
80.1
83
1995
168.1
87.3
85.6
82.7
1996
88.6
89.9
90.1
89.4
1997
93.7
94.7
93.7
91.5
1998
93.5
92.8
91.5
92.4
1999
90.2
89.9
90.3
90.1
2000
83.5
84.9
83.6
82.3
2001
82.4
87.1
83.4
80.7

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