Flow over a rectangular side weir under subcritical conditions

Language: English

Published by LAP Lambert Academic Publishing Sep 2016, 2016

3659926612 / 9783659926617

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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.

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This item is printed on demand - it takes 3-4 days longer - Neuware -The present study deals with theoretical, experimental and numerical analysis of discharge coefficient for a rectangular sharp crested side weir in subcritical flow. De Marchi's modified spatially varied flow theory is used for the determination of discharge over the sharp crested side weirs. Assumption of same specific energy upstream and downstream is not valid for side weir with zero sill height. Downstream parameters influencing the coefficient of discharge are identified. The coefficient of discharge is found to be primarily a function of down stream Froude number and independent of ratio of sill height to the depth of water in downstream. Variation in coefficient of discharge as a function of down stream Froude number is found to exhibit a non-linear relationship. To avoid tedious trial and error procedure involved in the De Marchi equation for solving side weir problems, empirical equations are developed for easy solution of discharge over a side weir with finite sill height and zero sill height. Numerical analysis has been done to compare the results for diverted discharge through side weir and water surface profile along side weir obtained from experimental analysis. 164 pp. Englisch.…

Seller Inventory # 9783659926617

Title
Flow over a rectangular side weir under subcritical conditions
Author
Sonali Pattanayak
Publisher
LAP Lambert Academic Publishing Sep 2016
Publication year
2016
Condition
Neu
Binding
Taschenbuch
Language
English
ISBN 10
3659926612
ISBN 13
9783659926617
Item weight
262 grams
Dimensions
220x150x11 mm

BuchWeltWeit Ludwig Meier e.K.

Bergisch Gladbach, Germany

5-star seller

AbeBooks seller since January 11, 2012

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BuchWeltWeit Ludwig Meier e.K.

Germany