Ng Boon Chong (12 results)

Condition: New. pp. 116.

Paperback. Condition: Brand New. 200 pages. 8.66x5.91x0.46 inches. In Stock.

Paperback. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condition: New. Print on Demand pp. 116 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Taschenbuch. Condition: 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.

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Zhong KunKun Zhong, PhD: EE, Nanyang Technological University. SMTS, DSO National Laboratories, Singapore. Yong Liang Guan, PhD: Imperial College London. Associate Prof. and Director of PWTC, School of EEE, NTU. Boon Chong Ng, PhD: E.

Condition: New. PRINT ON DEMAND pp. 116.

Condition: 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.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Space-time block code (STBC) is a maturing technology to achieve transmit diversity over fading channels. As the number of transmit antennas increases beyond two, current approaches to design STBCs either make trade off between the achievable diversity gain and the code rate, or achieve both full diversity and full rate at the expense of exponentially increased decoder complexity. This book presents a new STBC design method that combines two real orthogonal STBCs (O-STBC) with offset QAM. This approach is able to achieve both full diversity and full code rate, yet allows simple real symbol wise decoding whose complexity is independent of the number of transmit antennas. This book provides a detailed analysis of the impact of key system parameters on the error performance of the scheme. A complete chapter is devoted to systematic design of the two real O-STBCs for optimal error performance. This book should be useful to any researcher who is in the field of MIMO communications, or any engineering professional who is looking for an effective STBC solution for practical implementation.

Taschenbuch. Condition: 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 Print on Demand.

Taschenbuch. Condition: 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.

Taschenbuch. Condition: 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.