The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet

碩士 === 國立成功大學 === 水利及海洋工程學系專班 === 100 === ABSTRACT Numerical simulations of flow fields at downstream of the Outlet of multi-gates under operations were presented. The previous studies are limited on the effects of multi-gates operations on the flow fields downstream of the gate-outlet. Emphasis of...

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Main Authors: Ching-HoHsu, 許清河
Other Authors: Jan-Mou Leu
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/64013713810255409682
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spelling ndltd-TW-100NCKU50831252015-10-13T21:38:04Z http://ndltd.ncl.edu.tw/handle/64013713810255409682 The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet 多道閘門操作對出口下游流場影響之研究 Ching-HoHsu 許清河 碩士 國立成功大學 水利及海洋工程學系專班 100 ABSTRACT Numerical simulations of flow fields at downstream of the Outlet of multi-gates under operations were presented. The previous studies are limited on the effects of multi-gates operations on the flow fields downstream of the gate-outlet. Emphasis of the present study is given to the relation between the flow fields and multi-gates operations. A two-dimensional hydraulic model was applied to simulate the flow fields downstream of the gate-outlet. The three kinds of gate setup and two kinds of operation procedure were investigated. The velocity fields and bed shear stress distributions were presented. The links between setup of the gates and operation procedures, as well as the flow fields, are crucial factors in the sediment movement because they can improve our understanding of sediment transport around downstream of the multi-gates. In the cases with the multi-gates opening at the same time, the lengths of the re-circulation zone were about 2.0, 1.7, and 1.3 times the width of gate outlet for cases1, 3 and 5 respectively. In the cases with the multi-gates operation, the lengths of the re-circulation zone were about 1.5, 1.2, and 1.1 times the width of gate outlet for cases1, 3 and 5 respectively. With vertical windwalls (cases 1 and 2), the results of the bed shear stress indicate the shear stresses are concentrated at the areas near the central of the river channel. Once oblique windwalls installed (cases 3, 4, 5 and 6), the values of bed shear stress drops and the areas with high bed shear stress decreases. The flow fields also reveal that the values of bed shear stress and the areas with high bed shear stress can be reduces by the operations of multi-gates. Keywords: Gate, Operation, Numerical Simulation, Bed Shear Stress. Jan-Mou Leu 呂珍謀 2012 學位論文 ; thesis 68 zh-TW
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sources NDLTD
description 碩士 === 國立成功大學 === 水利及海洋工程學系專班 === 100 === ABSTRACT Numerical simulations of flow fields at downstream of the Outlet of multi-gates under operations were presented. The previous studies are limited on the effects of multi-gates operations on the flow fields downstream of the gate-outlet. Emphasis of the present study is given to the relation between the flow fields and multi-gates operations. A two-dimensional hydraulic model was applied to simulate the flow fields downstream of the gate-outlet. The three kinds of gate setup and two kinds of operation procedure were investigated. The velocity fields and bed shear stress distributions were presented. The links between setup of the gates and operation procedures, as well as the flow fields, are crucial factors in the sediment movement because they can improve our understanding of sediment transport around downstream of the multi-gates. In the cases with the multi-gates opening at the same time, the lengths of the re-circulation zone were about 2.0, 1.7, and 1.3 times the width of gate outlet for cases1, 3 and 5 respectively. In the cases with the multi-gates operation, the lengths of the re-circulation zone were about 1.5, 1.2, and 1.1 times the width of gate outlet for cases1, 3 and 5 respectively. With vertical windwalls (cases 1 and 2), the results of the bed shear stress indicate the shear stresses are concentrated at the areas near the central of the river channel. Once oblique windwalls installed (cases 3, 4, 5 and 6), the values of bed shear stress drops and the areas with high bed shear stress decreases. The flow fields also reveal that the values of bed shear stress and the areas with high bed shear stress can be reduces by the operations of multi-gates. Keywords: Gate, Operation, Numerical Simulation, Bed Shear Stress.
author2 Jan-Mou Leu
author_facet Jan-Mou Leu
Ching-HoHsu
許清河
author Ching-HoHsu
許清河
spellingShingle Ching-HoHsu
許清河
The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
author_sort Ching-HoHsu
title The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
title_short The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
title_full The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
title_fullStr The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
title_full_unstemmed The Effects of Multi-Gates Operations on the Flow Fields near the Downstream of Outlet
title_sort effects of multi-gates operations on the flow fields near the downstream of outlet
publishDate 2012
url http://ndltd.ncl.edu.tw/handle/64013713810255409682
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