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軸伸式出水流道內(nèi)流場數(shù)值模擬分析
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國家自然科學(xué)基金項目(51376155)、江蘇省自然科學(xué)基金項目(BK20150457),、揚(yáng)州大學(xué)科技創(chuàng)新培育基金項目(2015CXJ033)和揚(yáng)州大學(xué)研究生科研創(chuàng)新項目(KYLX_1346)


Numerical Simulation Analysis of Internal Flow in S-shaped Outlet Conduit
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    摘要:

    為了探討在導(dǎo)葉出口剩余環(huán)量影響下軸伸式出水流道的水力性能,,對不同水力模型及不同葉片安放角下的后置軸伸式泵裝置采用全結(jié)構(gòu)化網(wǎng)格進(jìn)行了數(shù)值模擬計算,,并與實驗結(jié)果對比驗證模擬結(jié)果的可信度,。對軸伸式出水流道的水力性能進(jìn)行了分析,,發(fā)現(xiàn)軸伸出水流道內(nèi)部流態(tài)受導(dǎo)葉出口剩余環(huán)量的影響較大,,尤其是對小流量工況,。水力損失系數(shù)不再是某一常數(shù),,而是受流態(tài)分布相關(guān)的一變量,。通過對比不同葉片安放角及不同比轉(zhuǎn)數(shù)葉輪的出水流道進(jìn)口斷面平均渦角與水力損失系數(shù)關(guān)系發(fā)現(xiàn),軸伸式出水流道的水力損失系數(shù)與進(jìn)口斷面的平均渦角存在一最優(yōu)值,,本次模擬計算下2副葉輪的最優(yōu)平均渦角4°~5.3°下的水力損失系數(shù)為1.62×10-4m·s/L,。通過分析靜壓與總壓沿流線方向的變化趨勢明確了小流量工況下環(huán)量是引起水力損失的原因,而在大流量工況下流量是引起水力損失的主要原因,。

    Abstract:

    In order to research the hydraulic performance of the post position S-shaped shaft outlet conduit under the influence of circulation, the hydraulic performance of the post position S-shaped shaft pumping station under different blade models and different blade angles was simulated with commercial CFD software, and the experiment results were compared with the CFD results. The analysis of hydraulic performance of S-shaped outlet conduct showed that the inner flow field was strongly affected by the residual circulation of guide vane, the coefficient of hydraulic loss was no longer a constant, but a variable which was related to flow field. By comparing the relationship of the average swirl angle in the inlet and the hydraulic loss coefficient of the outlet conduit, it was found that an optimal average swirl angle existed for hydraulic loss coefficient. And the optimal average swirl angle was about 4°~5.3° for two different blades models, and the hydraulic loss coefficient was 1.62×10-4m·s/L. By analyzing the static pressure and total pressure distribution curve, the conclusion below can be drawn: the mainly reason for the hydraulic loss was average swirl angle value at the small discharge, on the contrary the reason for the large hydraulic loss was velocity at large discharge. After the water flowing through the second corner, most of the kinetic energy is recovered. The research result gave a good suggestion for the design and optimization of pump station.

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謝榮盛,湯方平,劉超,石麗建,楊帆,張松.軸伸式出水流道內(nèi)流場數(shù)值模擬分析[J].農(nóng)業(yè)機(jī)械學(xué)報,2016,47(8):29-34,41. Xie Rongsheng, Tang Fangping, Liu Chao, Shi Lijian, Yang Fan, Zhang Song. Numerical Simulation Analysis of Internal Flow in S-shaped Outlet Conduit[J]. Transactions of the Chinese Society for Agricultural Machinery,2016,47(8):29-34,41.

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  • 收稿日期:2016-01-15
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  • 在線發(fā)布日期: 2016-08-10
  • 出版日期: 2016-08-10
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