The stage-discharge data of a river are given below. Establish the rating-curve by assuming the stage value for zero discharge as 20.50. Determine the stage of the river corresponding to the discharge of 2500 m/s and 1100 m/s. Stage (m) 21.95 22.45 22.8 23 23.4 23.75 23.65 24.05 24.55 24.85 25.4 25.15 25.55 25.5 Discharge (m/s) 100 220 295 400 490 500 640 780 1010 1220 1300 1420 1550 1760

The stage-discharge data of a river are given below. Establish the rating-curve by assuming the stage value for zero discharge as 20.50. Determine the stage of the river corresponding to the discharge of 2500 m/s and 1100 m/s. Stage (m) 21.95 22.45 22.8 23 23.4 23.75 23.65 24.05 24.55 24.85 25.4 25.15 25.55 25.5 Discharge (m/s) 100 220 295 400 490 500 640 780 1010 1220 1300 1420 1550 1760

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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2 / 2 100% + ☑ ف Copyright © Prof. S. Ahmad (2024), University at Buffalo EAS209 Instructor. Copyrighted course materials shall not be further disseminated without instructor permission. This includes sharing content to commercial course material suppliers such as Course Hero, Chegg, etc. Q.2) A 50 Kg crate is resting on top of a 40 Kg crate as shown in figure below. The top crate is attached to a wall by a cord, and a rope attached to the bottom crate passes around two fixed pegs. The coefficient of friction between the two crates is 0.3; between the crate and the floor is 0.4; and between the rope and the pegs is 0.25. Determine the minimum force Pmin needed to cause move the bottom crate. 50 Kg 40 Kg
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