Synopsis
Hydraulic jump results in sudden dissipation of flow energy by changing from supercritical flow to subcritical flow. A huge amount of energy loss takes place within the hydraulic jump. This makes hydraulic jump very useful in the dam, spillway design, etc. The energy dissipating characteristics of hydraulic jump is a function of incoming Froude number, channel bed surface, the slope of channel, etc. In the present book, the study of the characteristics of hydraulic jump on a sloping smooth rectangular channel has been reported in this book. This book is designed primarily as a reference book for PG/Ph.D. students working in the field of open channel flow. This book is divided into six chapters starting with an introduction followed by past work carried out by different researchers with a theoretical approach. The experimental studies were conducted for three different bed slopes 0.00362, 0.0152, and 0.0235 with Froude number F1 varying between 1.197 to 3.522. The study shows that the bed shear stresses are comparatively larger in the case of a sloping channel than over a horizontal channel.
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Scholars' Press Sep 2022, 2022
ISBN 10: 6138830059
ISBN 13: 9786138830054
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Hydraulic jump results in sudden dissipation of flow energy by changing from supercritical flow to subcritical flow. A huge amount of energy loss takes place within the hydraulic jump. This makes hydraulic jump very useful in the dam, spillway design, etc. The energy dissipating characteristics of hydraulic jump is a function of incoming Froude number, channel bed surface, the slope of channel, etc. In the present book, the study of the characteristics of hydraulic jump on a sloping smooth rectangular channel has been reported in this book. This book is designed primarily as a reference book for PG/Ph.D. students working in the field of open channel flow. This book is divided into six chapters starting with an introduction followed by past work carried out by different researchers with a theoretical approach. The experimental studies were conducted for three different bed slopes 0.00362, 0.0152, and 0.0235 with Froude number F1 varying between 1.197 to 3.522. The study shows that the bed shear stresses are comparatively larger in the case of a sloping channel than over a horizontal channel. 56 pp. Englisch. Seller Inventory # 9786138830054
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: TIWARI H. L.Dr. H. L. Tiwari is working as an Assistant Professor in Civil Engineering at MANIT, Bhopal. He has over 29 years of experience (teaching, research, administration, and industry). He specializes in Hydraulics & Water Reso. Seller Inventory # 731568141
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
Published by
Scholars' Press Sep 2022, 2022
ISBN 10: 6138830059
ISBN 13: 9786138830054
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Taschenbuch
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Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Hydraulic jump results in sudden dissipation of flow energy by changing from supercritical flow to subcritical flow. A huge amount of energy loss takes place within the hydraulic jump. This makes hydraulic jump very useful in the dam, spillway design, etc. The energy dissipating characteristics of hydraulic jump is a function of incoming Froude number, channel bed surface, the slope of channel, etc. In the present book, the study of the characteristics of hydraulic jump on a sloping smooth rectangular channel has been reported in this book. This book is designed primarily as a reference book for PG/Ph.D. students working in the field of open channel flow. This book is divided into six chapters starting with an introduction followed by past work carried out by different researchers with a theoretical approach. The experimental studies were conducted for three different bed slopes 0.00362, 0.0152, and 0.0235 with Froude number F1 varying between 1.197 to 3.522. The study shows that the bed shear stresses are comparatively larger in the case of a sloping channel than over a horizontal channel.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 56 pp. Englisch. Seller Inventory # 9786138830054
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Characteristics of Hydraulic Jump in Sloping Rectangular Channel
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Hydraulic jump results in sudden dissipation of flow energy by changing from supercritical flow to subcritical flow. A huge amount of energy loss takes place within the hydraulic jump. This makes hydraulic jump very useful in the dam, spillway design, etc. The energy dissipating characteristics of hydraulic jump is a function of incoming Froude number, channel bed surface, the slope of channel, etc. In the present book, the study of the characteristics of hydraulic jump on a sloping smooth rectangular channel has been reported in this book. This book is designed primarily as a reference book for PG/Ph.D. students working in the field of open channel flow. This book is divided into six chapters starting with an introduction followed by past work carried out by different researchers with a theoretical approach. The experimental studies were conducted for three different bed slopes 0.00362, 0.0152, and 0.0235 with Froude number F1 varying between 1.197 to 3.522. The study shows that the bed shear stresses are comparatively larger in the case of a sloping channel than over a horizontal channel. Seller Inventory # 9786138830054