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rom Francis formu

rom Francis formu

Structural Analysis
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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LAB 5. THANK YOU HYDRAULICS LABORATORY
Is there a significant difference between the discharge coefficient derived from the experiment with that of coefficient of discharge from Francis formula? Discuss the possible reason for such discrepancy. 1. A rectangular sharp-crested weir with end contractions is 1.5 m long. How high should it be placed in a channel to maintain an upstream depth of 2.25 m for 0.45 m³/s flow? Use Francis formula. 2. 3. Solve problem no. 2, using the general weir formula and the average experimental coefficient of discharge, Ca.
Transcribed Image Text:Is there a significant difference between the discharge coefficient derived from the experiment with that of coefficient of discharge from Francis formula? Discuss the possible reason for such discrepancy. 1. A rectangular sharp-crested weir with end contractions is 1.5 m long. How high should it be placed in a channel to maintain an upstream depth of 2.25 m for 0.45 m³/s flow? Use Francis formula. 2. 3. Solve problem no. 2, using the general weir formula and the average experimental coefficient of discharge, Ca.
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