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Modeling one- and two-dimensional sh...

Clemson University., Civil Engineering.

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Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method./
作者:	Lai, Wencong.
面頁冊數:	156 p.
附註:	Source: Dissertation Abstracts International, Volume: 73-10(E), Section: B.
Contained By:	Dissertation Abstracts International73-10B(E).
標題:	Hydrology. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3512141
ISBN:	9781267409188

Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method.
Lai, Wencong.

Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method. - 156 p.

Source: Dissertation Abstracts International, Volume: 73-10(E), Section: B.

Thesis (Ph.D.)--Clemson University, 2012.

Numerical models for one- and two-dimensional shallow water flows are developed using discontinuous Galerkin method. Formulation and characteristics of shallow water equations are discussed. The well-balanced property and wetting/drying treatment are provided in the numerical models. The shock-capturing property is achieved by the approximate Riemann solvers in the schemes. Effects of different approximate Riemann solvers are also investigated. The Total Variation Diminishing property is achieved by adoption of slope limiters. Different slope limiters and their effects are compared through numerical tests. Numerical tests are performed to validate the models. These tests include dam-break flows, hydraulic jump and shocks in channels, and flows in natural rivers. Results show that the numerical models developed in present work are robust, accurate, and efficient for modeling shallow water flows.

ISBN: 9781267409188Subjects--Topical Terms:

545716
Hydrology.

Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method.
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100 1 $a Lai, Wencong. $3 2092128
245 1 0 $a Modeling one- and two-dimensional shallow water flows with discontinuous Galerkin method.
300 $a 156 p.
500 $a Source: Dissertation Abstracts International, Volume: 73-10(E), Section: B.
500 $a Adviser: Abdul A. Khan.
502 $a Thesis (Ph.D.)--Clemson University, 2012.
520 $a Numerical models for one- and two-dimensional shallow water flows are developed using discontinuous Galerkin method. Formulation and characteristics of shallow water equations are discussed. The well-balanced property and wetting/drying treatment are provided in the numerical models. The shock-capturing property is achieved by the approximate Riemann solvers in the schemes. Effects of different approximate Riemann solvers are also investigated. The Total Variation Diminishing property is achieved by adoption of slope limiters. Different slope limiters and their effects are compared through numerical tests. Numerical tests are performed to validate the models. These tests include dam-break flows, hydraulic jump and shocks in channels, and flows in natural rivers. Results show that the numerical models developed in present work are robust, accurate, and efficient for modeling shallow water flows.
520 $a The one-dimensional model shows that the area based slope limiter provided the best solution in natural channels. The slope limiter based on the water depth or water surface elevation performs progressively poorer as the cross-section shape deviates from rectangular. In the approximate Riemann solver, the wave speeds are based on the original form of the equations, although the pressure force and the gravity force terms are combined for solving the shallow water equations with discontinuous Galerkin method. The combined term is discretized, in one- and two-dimensional models, such that the stationarity property is preserved. Different wetting and drying procedures are evaluated for the one- and two-dimensional models. Analytical, laboratory, and field tests are conducted to verify the accuracy of the wetting and drying procedures.
590 $a School code: 0050.
650 4 $a Hydrology. $3 545716
650 4 $a Engineering, General. $3 1020744
650 4 $a Engineering, Civil. $3 783781
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710 2 $a Clemson University. $b Civil Engineering. $3 1018744
773 0 $t Dissertation Abstracts International $g 73-10B(E).
790 1 0 $a Khan, Abdul A., $e advisor
790 1 0 $a Khan, Taufiqaur R. $e committee member
790 1 0 $a Hayter, Earl J. $e committee member
790 1 0 $a Ravichanran, Nadarajah $e committee member
790 $a 0050
791 $a Ph.D.
792 $a 2012
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3512141