The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.
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The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.
Bachelor of Civil Engineering from University Technology Malaysia (UTM) in year 1999-2003, and obtained Master by research in year 2006. In year 2011 become professional engineer in civil and currently active in consultation field.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only. 200 pp. Englisch. N° de réf. du vendeur 9783330090590
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Boon Chong NgBachelor of Civil Engineering from University Technology Malaysia (UTM) in year 1999-2003, and obtained Master by research in year 2006. In year 2011 become professional engineer in civil and currently active in consulta. N° de réf. du vendeur 151237529
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 200 pp. Englisch. N° de réf. du vendeur 9783330090590
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Taschenbuch. Etat : Neu. Numerical Simulation of Water Flow In Open Channel | Ng Boon Chong | Taschenbuch | 200 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9783330090590 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. N° de réf. du vendeur 109242869
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only. N° de réf. du vendeur 9783330090590
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