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水力发电学报 ›› 2019, Vol. 38 ›› Issue (11): 9-19.doi: 10.11660/slfdxb.20191102

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泄洪雾化危害的治理方案研究

  

  • 出版日期:2019-11-25 发布日期:2019-11-25

Study on harnessing schemes of flood discharge atomization

  • Online:2019-11-25 Published:2019-11-25

摘要: 挑流泄洪引发的强降雨及雾流灾害对周围建筑物安全及周边生态环境影响巨大,建筑物应尽可能避免布置在暴雨区(降雨强度S ≥ 10 mm/h)内。本文针对纳子峡水电站在泄洪期间电站厂房处于暴雨区的情况,利用水力学模型试验对溢洪道的挑坎体型进行优化研究,通过对比不同挑坎体型挑流水舌的挑高、挑距、入水宽度、下游河床冲刷形态、水舌风以及溅水量等参数指标,得出以50°挑角左侧边墙加扭面贴角挑坎体型为推荐体型,进一步对比了原体型和推荐体型各参数指标在不同工况下的变化规律。试验结果表明:相比其他体型,推荐体型挑流水舌沿轴线整体向右侧偏移,电站厂房尾水上游边坡溅水情况改善明显;各工况下,推荐体型厂房尾水上游边坡的溅水量及厂房尾水附近水舌风的抑制均明显优于原体型。

关键词: 水力学试验, 挑流水舌, 挑坎优化, 水力特性, 水舌风, 溅水区

Abstract: Heavy rainfall and fog disasters caused by flood discharge have a great impact on the safety of surrounding buildings and ecological environment. The buildings located within such rainfall areas (of rainfall intensity S ≥ 10 mm/h) should be avoided as much as possible. Aiming at the situation of the powerhouse at the Nazixia hydropower station located in the rainfall area of its flood discharge, this study conducts hydraulic scale-model tests to optimize the bucket types of spillway. Various parameters of different bucket types are compared: trajectory height, trajectory distance, impinging edge width of the jet nappe, downstream riverbed erosion pattern, nappe wind, weight of splashed water. Through optimization, we suggest a flip bucket of curved surface attached to the spillway left wall, and compare it with the original design in terms of various atomization characteristics under different discharges. For this bucket, its trajectory nappe is deflected rightward away from the spillway axis and far away from the powerhouse, thereby significantly reducing its weight of splashed water and nappe wind speed near the powerhouse under different working conditions. Thus the suggested bucket is obviously superior to the original design.

Key words: hydraulics test, trajectory nappe, flip bucket optimization, hydraulic characteristics, nappe wind, splash area

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