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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.
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Über die Autorin bzw. den Autor
Dr. Sonali Pattanayak, Studied Indian Institute of Science Bangalore, (Ph D), Indian Institute of Technology Kanpur (M Tech ), Research Associate, Divecha Centre for Climate Change, https://sites.google.com/site/iiscsonalip/
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Flow over a rectangular side weir under subcritical conditions
Verlag:
LAP Lambert Academic Publishing Sep 2016, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
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Taschenbuch. Zustand: Neu. 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. Bestandsnummer des Verkäufers 9783659926617
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Flow over a rectangular side weir under subcritical conditions
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LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
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Flow over a rectangular side weir under subcritical conditions
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LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
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Flow over a rectangular side weir under subcritical conditions
Verlag:
LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
Neu
Softcover
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Flow over a rectangular side weir under subcritical conditions
Verlag:
LAP LAMBERT Academic Publishing Aug 2016, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
Neu
Taschenbuch
Anbieter: buchversandmimpf2000, Emtmannsberg, BAYE, Deutschland
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. 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.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 164 pp. Englisch. Bestandsnummer des Verkäufers 9783659926617
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Flow over a rectangular side weir under subcritical conditions
Verlag:
LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
Neu
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Anbieter: preigu, Osnabrück, Deutschland
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Taschenbuch. Zustand: Neu. Flow over a rectangular side weir under subcritical conditions | Sonali Pattanayak (u. a.) | Taschenbuch | 164 S. | Englisch | 2016 | LAP LAMBERT Academic Publishing | EAN 9783659926617 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 103326241
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Flow over a rectangular side weir under subcritical conditions
Verlag:
LAP Lambert Academic Publishing, 2016
ISBN 10: 3659926612
ISBN 13: 9783659926617
Neu
Taschenbuch
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - 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. Bestandsnummer des Verkäufers 9783659926617
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EUR 64,90
EUR 61,31 Versand
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