Q1 Table Q1 shows the streamflow data obtained in a stream-gauging operation. A current meter with a calibration equation v = 0.22N +0.24 (m/s), where n is the revolution per second was used to measure the velocity. Determine the discharge using: a) Mid-section b) Mean-section Table Q1: Current meter record Distance from Depth (m) Depth Ratio Number of Observation right river revolution time (s) bank (m) 1.4 0.2D 151 180 0.8D 93 120 6. 2.25 0.2D 131 120 0.8D 95 120 8 3.4 0.2D 142 120 0.8D 120 120 10 2.4 0.2D 130 120 0.8D 85 120 12 1.2 0.6D 80 150 14 0.6D

Q1 Table Q1 shows the streamflow data obtained in a stream-gauging operation. A current meter with a calibration equation v = 0.22N +0.24 (m/s), where n is the revolution per second was used to measure the velocity. Determine the discharge using: a) Mid-section b) Mean-section Table Q1: Current meter record Distance from Depth (m) Depth Ratio Number of Observation right river revolution time (s) bank (m) 1.4 0.2D 151 180 0.8D 93 120 6. 2.25 0.2D 131 120 0.8D 95 120 8 3.4 0.2D 142 120 0.8D 120 120 10 2.4 0.2D 130 120 0.8D 85 120 12 1.2 0.6D 80 150 14 0.6D

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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