In the table below annual rainfalls of gage A, B, C and D are given. Gage D was permanently relocated after a period of 5 yr (at the end of 1989); thus adjust the recorded values from 1985 through 1989 of gage D using double mass curve assume the data for the other gages are consistent.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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In the table below annual rainfalls of gage A, B, C and D are given. Gage D was permanently relocated after a period of 5 yr (at the end of 1989); thus adjust the recorded values from 1985 through 1989 of gage D using double mass curve assume the data for the other gages are consistent.

Annual Catchment (in) at Gage
Year
A
C
1985
37
39
36
41
1986
34
35
35
37
1987
31
33
28
30
1988
28
27
29
26
1989
33
29
34
30
1990
35
33
36
34
1991
31
30
29
32
1992
30
29
31
32
1993
26
28
29
26
1994
35
37
34
39
Transcribed Image Text:Annual Catchment (in) at Gage Year A C 1985 37 39 36 41 1986 34 35 35 37 1987 31 33 28 30 1988 28 27 29 26 1989 33 29 34 30 1990 35 33 36 34 1991 31 30 29 32 1992 30 29 31 32 1993 26 28 29 26 1994 35 37 34 39
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