Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Deguan Wang"'
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
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:
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
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
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
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
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
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:
Mathematical Methods for Surface and Subsurface Hydrosystems
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6238c7056d6036a84810e63d88116fc6
https://doi.org/10.1142/9789812707529_0010
https://doi.org/10.1142/9789812707529_0010
Publikováno v:
Series in Contemporary Applied Mathematics ISBN: 9789812700407
Mathematical Methods for Surface and Subsurface Hydrosystems
Mathematical Methods for Surface and Subsurface Hydrosystems
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65365de0ff89d4c87ddc90c7459ca662
https://doi.org/10.1142/6249
https://doi.org/10.1142/6249