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基于歐拉固液兩相流模型的泵站進(jìn)水側(cè)流場三維模擬
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國家自然科學(xué)基金資助項(xiàng)目(51106042)


3-D Numerical Simulation of Inlet Structure Flow in Pumping Station Based on Eulerian Solid-liquid Two-phase Flow Model
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    摘要:

    針對泵站過水建筑物中出現(xiàn)大量的泥沙淤積和不良流態(tài),,基于歐拉固液兩相流模型對大型泵站進(jìn)水側(cè)流場進(jìn)行三維CFD數(shù)值模擬,。數(shù)值模擬結(jié)果表明,泵站原始的布置方案會引起低速區(qū),、漩渦以及回流等不良的進(jìn)水流態(tài),,會導(dǎo)致在泵站前池出現(xiàn)泥沙淤積的現(xiàn)象,。為了改善泵站進(jìn)水流態(tài)和減少前池的泥沙淤積,對泵站分水堰形狀進(jìn)行修改并在引渠段加設(shè)整流底坎,。數(shù)值模擬結(jié)果顯示,,通過對泵站原始布置方案的修改,消除了前池內(nèi)的回流,,漩渦的范圍也有所減小,,泥沙淤積的現(xiàn)象得到了較大的改善,水流中的泥沙體積分?jǐn)?shù)平均減少了13%,。

    Abstract:

    Sediment deposition in the pumping station has a huge negative impact on unit operation. 3-D CFD method was used to simulate pumping station inlet structure flow based on Eulerian solid-liquid two-phase flow model. Numerical results of preliminary scheme show that sediment deposition occurs in the forebay of pumping station because of poor flow pattern therein. In order to improve hydraulic configuration in the forebay, one modified measure was reconstructing water diversion weir shape, and another measure was setting a water retaining sill in the approach channel. The simulation results of modified scheme prove that back flow in the forebay was eliminated and sediment deposition region was also reduced greatly.

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周大慶,米紫昊,茅媛婷.基于歐拉固液兩相流模型的泵站進(jìn)水側(cè)流場三維模擬[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2013,44(1):48-52. Zhou Daqing, Mi Zihao, Mao Yuanting.3-D Numerical Simulation of Inlet Structure Flow in Pumping Station Based on Eulerian Solid-liquid Two-phase Flow Model[J]. Transactions of the Chinese Society for Agricultural Machinery,2013,44(1):48-52.

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  • 在線發(fā)布日期: 2012-12-31
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