22. The respective storm totals at three surrounding stations A, B and Care 110, 90 and 70 mm. If the normal annual precipitation amounts at stations X, A, B and Care respectively 1000, 1100, 1200 and 1250 mm, the estimated storm precipitation at X is A.75 mm B. 77 mm C 79 mm D.81 mm.

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
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22. The respective storm totals at three surrounding stations A, B and C are 110, 90 and 70 mm.
If the normal annual precipitation amounts at stations X, A, B and C are respectively 1000,
1100, 1200 and 1250 mm, the estimated storm precipitation at X is
A.75 mm
B.77 mm
C.79 mm
D.81 mm.
Transcribed Image Text:22. The respective storm totals at three surrounding stations A, B and C are 110, 90 and 70 mm. If the normal annual precipitation amounts at stations X, A, B and C are respectively 1000, 1100, 1200 and 1250 mm, the estimated storm precipitation at X is A.75 mm B.77 mm C.79 mm D.81 mm.
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