Find the required optimum number of non-recording and recording rain gauge. (i)A watershed has five non-recording rain gauge stations, installed in its area.The amount of rainfall recorded for one of the years is given below :Rain gauge stationAnnual rainfall, in cm|||||||| IV V240 220 190 170 150Find the required optimum number of non-recording and recording raingauges for this watershed as per WMO. Assume an error of 8% in theestimation of mean rainfall.

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(i) A watershed has five non-recording rain gauge stations, installed in its area. The amount of rainfall recorded for one of the years is given below : Rain gauge station ||||||||||| IV V Annual rainfall, in cm 240 220 190 170 150 Find the required optimum number of non-recording and recording rain gauges for this watershed as per WMO. Assume an error of 8% in the estimation of mean rainfall.

(i) A watershed has five non-recording rain gauge stations, installed in its area. The amount of rainfall recorded for one of the years is given below : Rain gauge station ||||||||||| IV V Annual rainfall, in cm 240 220 190 170 150 Find the required optimum number of non-recording and recording rain gauges for this watershed as per WMO. Assume an error of 8% in the estimation of mean rainfall.

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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