zain IQZAIN IQ2_54583630275...->Q1) Estimate the constant rate of withdrawel in (m3/sec) from a(1375 ha) reservior in a month of (30 days) during which thereservior level dropped by (0.75m) in spite of an average in flowinto reservoir of (0.5 McM/day) During the month the averageseepage losses from reservior was (2.5 cm) total precipitation onthe reservior was (18.5cm) and the total evaporation (9.5cm)?Q2/ The normal annual precipitation at station is differs fromthat at station E by 50% from normal annual precipitation atstation E, the normal annual precipitation of stations A, B, C andD are respective 120,97,71 and 107cm, During particular stormthe precipitation recorded by stations A, B, c and C are 12.6, 8,66,2 and 9,8 cm respectively. The station E was inoperativeduring that storm. Estimate the rainfall at station E during thatstorm?Q3/ A square of 100km2 is gauged by three rainfall stations.Two stations at the corner of area and other at on equal distanceon the boundary of area as shown in figure below the daterecorded are:- N 15 cm stations rainfall 110 mm 10 cm Usethiessen Method to estimate average Rainfall also!

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QI) Estimate the constant rate of withdrawel in (m3/sec) from a (1375 ha) reservior in a month of (30 days) during which the reservior level dropped by (0.75m) in spite of an average in flow into reservoir of (0.5 McM/day) During the month the average seepage losses from reservior was (2.5 cm) total precipitation on the reservior was (18.5cm) and the total evaporation (9.5cm)?

QI) Estimate the constant rate of withdrawel in (m3/sec) from a (1375 ha) reservior in a month of (30 days) during which the reservior level dropped by (0.75m) in spite of an average in flow into reservoir of (0.5 McM/day) During the month the average seepage losses from reservior was (2.5 cm) total precipitation on the reservior was (18.5cm) and the total evaporation (9.5cm)?

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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