Q2: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where the slope before was 0.68, after that year the difference in two successive cumulative of average precipitation of 10 surrounding stations was 4950 and the corresponding difference in cumulative annual precipitation was 4300, If the rainfall data for this station were as in the table below then adjust (correct) the rainfall data of this station: Year 1989 Original rainfall (mm) 550 475 1990 1991 1992 410 350

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2: A double mass curve was plotted for a station. The curve shows a change in slope at
year 1990 where the slope before was 0.68, after that year the difference in two
successive cumulative of average precipitation of 10 surrounding stations was 4950
and the corresponding difference in cumulative annual precipitation was 4300, If the
rainfall data for this station were as in the table below then adjust (correct) the rainfall
data of this station:
Year
1989
Original rainfall (mm)
550
1990
1991
1992
475
410
350
Transcribed Image Text:Q2: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where the slope before was 0.68, after that year the difference in two successive cumulative of average precipitation of 10 surrounding stations was 4950 and the corresponding difference in cumulative annual precipitation was 4300, If the rainfall data for this station were as in the table below then adjust (correct) the rainfall data of this station: Year 1989 Original rainfall (mm) 550 1990 1991 1992 475 410 350
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