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Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follows: PQRS T Station Average Annual 2400 2332 2431 2207 2231 Rainfall (mm) The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: PQR Station Rainfall (mm) ? 2113 2200 2028 2095 Estimate that rainfall at (P) During (1996).

Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follows: PQRS T Station Average Annual 2400 2332 2431 2207 2231 Rainfall (mm) The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: PQR Station Rainfall (mm) ? 2113 2200 2028 2095 Estimate that rainfall at (P) During (1996).

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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Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follaws: Station Average Annual Rainfall (mm) PQR S T 2400 2332 2431 2207 2231| The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: Station Rainfall (mm) P QR ? 2113 2200 2028 2095 т Estimate that rainfall at (P) During (1996).
Transcribed Image Text:Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follaws: Station Average Annual Rainfall (mm) PQR S T 2400 2332 2431 2207 2231| The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: Station Rainfall (mm) P QR ? 2113 2200 2028 2095 т Estimate that rainfall at (P) During (1996).
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