| 明渠侧堰段涌波高与泄流量的试验研究 |
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| 引用本文： | 谢佩珍.明渠侧堰段涌波高与泄流量的试验研究[J].福州大学学报(自然科学版),1996(6):57-65. |
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| 作者姓名： | 谢佩珍 |
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| 作者单位： | 福州大学土木建筑工程系 |
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| 摘 要： | 当迳流引水式电站突然增、减负荷时，在设有侧堰的非自动调节渠道中引起非恒定流涌波．为确定渠系建筑物高程，必须计算侧堰段涌波高和泄流量．本文阐述某动力渠道在非均匀流和均匀流流态，电站负荷增减时涌波高和泄流量试验研究结果．
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| 关 键 词： | 明渠 侧堰 涌波 泄流量 |
An Experimental Study on the Surge and Discharge in the Side-Weir Sections of Open Canals |
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| Xie Peizen.An Experimental Study on the Surge and Discharge in the Side-Weir Sections of Open Canals[J].Journal of Fuzhou University(Natural Science Edition),1996(6):57-65. |
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| Authors: | Xie Peizen |
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| Institution: | Xie Peizen(Department of Civil and Architectural Engineering,Fuzhou University,Fuzhou,350002) |
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| Abstract: | With the sudden variation of the power load of the runoff-river diversion plants,a surge on nonsteady flow will develop in the non-automatic regulated canals with sideweirs.In order to determine the elevations of the structures in the canal system,the surge heights and discharges must be calculated.This paper deals with the experimental results on the surge heights and discharges in the canal under non-uniform flow state and uniform flow state or with the increase or decrease of the power load. |
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| Keywords: | canal side-weir surge discharge |
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