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1. The breaking point year is 2. The corrected slope of double mass curve is 3. The original slope of double mass curve is

1. The breaking point year is 2. The corrected slope of double mass curve is 3. The original slope of double mass curve is

Structural Analysis
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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Annual rainfall data for station M as well as the average annual rainfall values for a group of ten neighboring stations located in a meteorologically homogeneous region are given below. ANNUAL RAINFALL AVE. ANNUAL RAINFALL YEAR OF STA. M. OF THE GROUP (mm) (mm) 1969 177 143 1970 144 132 1971 178 146 1972 162 147 1973 194 161 1974 168 155 1975 196 152 1976 144 117 1977 160 128 1978 196 193 1979 141 156 1980 158 164 1981 145 155 1982 132 143 1983 95 115 1984 148 135 1985 142 163 1986 140 135 1987 130 143 1988 137 130 1989 130 146 1990 163 161
Transcribed Image Text:Annual rainfall data for station M as well as the average annual rainfall values for a group of ten neighboring stations located in a meteorologically homogeneous region are given below. ANNUAL RAINFALL AVE. ANNUAL RAINFALL YEAR OF STA. M. OF THE GROUP (mm) (mm) 1969 177 143 1970 144 132 1971 178 146 1972 162 147 1973 194 161 1974 168 155 1975 196 152 1976 144 117 1977 160 128 1978 196 193 1979 141 156 1980 158 164 1981 145 155 1982 132 143 1983 95 115 1984 148 135 1985 142 163 1986 140 135 1987 130 143 1988 137 130 1989 130 146 1990 163 161
Test the consistency of the annual rainfall data of station M and correct the record if there is any discrepancy. Find the following: 1. The breaking point year is 2. The corrected slope of double mass curve is 3. The original slope of double mass curve is 4. The correction ratio is 5. The mean precipitation corrected value is
Transcribed Image Text:Test the consistency of the annual rainfall data of station M and correct the record if there is any discrepancy. Find the following: 1. The breaking point year is 2. The corrected slope of double mass curve is 3. The original slope of double mass curve is 4. The correction ratio is 5. The mean precipitation corrected value is
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