Following are the data of gauge and discharge collected at a particular section of the river by stream gaugingoperation.GaugeDischargereading(cms)(m)9.37509.5625159.625309.7125579.75399.875609.887510010.115010.617011.225 40011.625 60011.875 80013.125 150013.875 200014.62524001. Develop a rating curve for this stream at this section for use in estimating the discharge for a known gaugereading and fit a linear regression equation for use in estimation of stage for a known value of discharge.Use a value of 18.75 as the gauge reading corresponding to zero discharge.2. What is the coefficient of determination (R2) of the derived relationship?3. Determine the stage for a discharge of 3500 cms.4. Determine the discharge for a stage of 25 m

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Following are the data of gauge and discharge collected at a particular section of the river by stream gauging operation. Gauge Discharge reading (cms) (m) 9.375 0 9.5625 15 9.625 30 9.7125 57 9.75 39 9.875 60 9.8875 100 10.1 150 10.6 170 11.225 400 11.625 600 11.875 800 13.125 1500 13.875 2000 14.625 2400 1. Develop a rating curve for this stream at this section for use in estimating the discharge for a known gaug reading and fit a linear regression equation for use in estimation of stage for a known value of discharge. Use a value of 18.75 as the gauge reading corresponding to zero discharge.

Following are the data of gauge and discharge collected at a particular section of the river by stream gauging operation. Gauge Discharge reading (cms) (m) 9.375 0 9.5625 15 9.625 30 9.7125 57 9.75 39 9.875 60 9.8875 100 10.1 150 10.6 170 11.225 400 11.625 600 11.875 800 13.125 1500 13.875 2000 14.625 2400 1. Develop a rating curve for this stream at this section for use in estimating the discharge for a known gaug reading and fit a linear regression equation for use in estimation of stage for a known value of discharge. Use a value of 18.75 as the gauge reading corresponding to zero discharge.

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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