Jp SanglayPROBLEM IAREA-VELOCITY METHODThe data pertaining to a stream-gauging site are given below:Distance from the left of3.07.0T1.015.019.023.026.0water edge (m)Depth (m)1.52.23.52.81.91.0Revolutions of a current2155|201094530meter kept at 0.6 depthDuration of observations10000150150100100(s)The rating equation of the current meter is v = 0.35NS + 0.02 m/s where Ns =revolutions per second. Calculate the discharge in the stream.•••MoreEdit

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PROBLEM I AREA-VELOCITY METHOD The data pertaining to a stream-gauging site are given below: Distance from the left of 3.0 7.0 11.0 15.0 19.0 23.0 26.0 water edge (m) Depth (m) 1.5 2.2 3.5 2.8 1.9 1.0 Revolutions of a current 21 55 1 20 109 45 30 meter kept at 0.6 depth Duration of observations 00 100 150 150 100 100 (s) The rating equation of the current meter is v = 0.35NS + 0.02 m/s where Ns = revolutions per second. Calculate the discharge in the stream.

PROBLEM I AREA-VELOCITY METHOD The data pertaining to a stream-gauging site are given below: Distance from the left of 3.0 7.0 11.0 15.0 19.0 23.0 26.0 water edge (m) Depth (m) 1.5 2.2 3.5 2.8 1.9 1.0 Revolutions of a current 21 55 1 20 109 45 30 meter kept at 0.6 depth Duration of observations 00 100 150 150 100 100 (s) The rating equation of the current meter is v = 0.35NS + 0.02 m/s where Ns = revolutions per second. Calculate the discharge in the stream.

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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