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低揚程泵站箱涵式出水流道水力特性試驗
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    摘要:

    對泵站箱涵式出水流道5種不同出水喇叭口懸空高度,、4種不同后壁距及矩形、半圓形和對稱蝸殼形3種后壁型線以及導(dǎo)葉后無擴散喇叭管方案進(jìn)行了試驗研究。測得了喇叭口不同懸空高度時流道的水力損失,分析得出了不同佛汝德數(shù)下流道水力損失隨喇叭口懸空高度變化的規(guī)律。對4種不同后壁距及不同后壁型線時流道的水力損失進(jìn)行了測試和分析比較并觀測了流道內(nèi)流態(tài),。

    Abstract:

    The series experimental schemes were designed, including five different heights from the bell-like open to the top, four distances between the backwall and the vertical axial center, three backwall types of rectangle, semicircle and symmetric volute, and with no diffuse bell-like pipe in tank-style outlet passage. By testing, hydraulic loss was got and flow patterns were observed. Based on analyzing test data, the varying law was obtained between hydraulic loss and five different heights with different Fourier numbers. The suggestions were put forward that the height from the bell-like open to the top must be higher than 0.36D0 and the backwall type of symmetric volute is better than others.

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陳松山,何鐘寧,周正富,屈磊飛,葛強,嚴(yán)登豐.低揚程泵站箱涵式出水流道水力特性試驗[J].農(nóng)業(yè)機械學(xué)報,2007,38(4):70-72.[J]. Transactions of the Chinese Society for Agricultural Machinery,2007,38(4):70-72.

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