Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Deguan Wang"'
Autor:
Deguan Wang, Guoqi Han
Publikováno v:
Journal of Hydraulic Engineering. 123:938
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de5bcfd98047a7d953cb91ae3728f998
https://doi.org/10.1061/(asce)0733-9429(1997)123:10(938)
https://doi.org/10.1061/(asce)0733-9429(1997)123:10(938)
With the increasing awareness of the heavy burden placed on environmental resources and the need for industry and public institutions to cope with more stringent regulations, this timely book focuses on some specific, but very important, environmenta
Publikováno v:
Shock and Vibration, Vol 2, Iss 2, Pp 99-109 (1995)
A gas-jet momentum force drives the air bag into position during a crash. The magnitude of this force can change as a result of aspiration. To determine the potential magnitude of the effect on the momentum force and mass flow rate in an aspirated sy
Externí odkaz:
https://doaj.org/article/28d5c1521d644933b82fe0dbf3488c36
Publikováno v:
Environmental Modeling & Assessment. 21:643-655
Urban lakes are typically characterized by fragile ecological capacities and complex management of their hydrospheric ecosystems. The aims of this study are to establish a reliable hydrodynamic-water quality model for an urban lake, to investigate th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7254c5bec11047377bce6f77ad783590
https://doi.org/10.1007/s10666-016-9519-1
https://doi.org/10.1007/s10666-016-9519-1
Publikováno v:
Procedia Environmental Sciences. 13:2154-2160
Suzhou River in Shanghai is one of the largest tributaries of Huangpu River and also the main contact waterways of Taihu Lake and Huangpu River, characterized by the indirect effects of the tide of the Yangtze River, belongs to the plain tidal river
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::134d6132822d67b2f6b8f147f3afb186
https://doi.org/10.1016/j.proenv.2012.01.204
https://doi.org/10.1016/j.proenv.2012.01.204
Publikováno v:
Frontiers of Earth Science. 5:428-431
Combined with the basic characteristics of Suzhou plain river network, two modules are established, one of which is the hydrodynamic module using the water level node method involving gate operation, while the other is the water quality module based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b231c18364d21c8a87bd759aad57173
https://doi.org/10.1007/s11707-011-0204-z
https://doi.org/10.1007/s11707-011-0204-z
Autor:
Guoqi Han, Deguan Wang
Publikováno v:
Journal of Hydraulic Engineering. 122:262-265
A mathematical model is fonnulated to simulate dam-break transient debris flows, in which the debris and water mixture is assumed to be isotropic and continuous. In terms of its viscoelastoplasticity, a three dimensional (3D) rheologic model for Bi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd48a56cf1516cfad54d15485bfa11d8
https://doi.org/10.1061/(asce)0733-9429(1996)122:5(262)
https://doi.org/10.1061/(asce)0733-9429(1996)122:5(262)
Autor:
E. Benjamin Wylie, Deguan Wang
Publikováno v:
Journal of Fluids Engineering. 117:91-96
An unsteady isentropic flow model is presented to calculate the two-dimensional flow field in an arbitrarily closed region or in an open fluid domain. In the open domain, a unique boundary condition is implemented to simulate the infinite character o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::127c4327c3c54c2ac7e0ccaf00b96ec0
https://doi.org/10.1115/1.2816834
https://doi.org/10.1115/1.2816834
Publikováno v:
Advances in Water Resources and Hydraulic Engineering ISBN: 9783540894643
This study embedded an auto-searching technique and hydraulic formula for computing the flow over a notch-like or trapezoidal weir into a numerical model, which simulated flow in river networks only, in order to simulate the dyke break process. The m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1317fbb237b541f50cfe6ee863e7bc84
https://doi.org/10.1007/978-3-540-89465-0_306
https://doi.org/10.1007/978-3-540-89465-0_306
Publikováno v:
Advances in Hydraulics & Water Engineering: Volumes I & II- Proceedings of the 13th Iahr-Apd Congress; 2002, Issue 1, p356-359, 4p