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水力发电学报 ›› 2018, Vol. 37 ›› Issue (2): 79-87.doi: 10.11660/slfdxb.20180208

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节制闸对分水口处渠道水力响应的影响及敏感性研究

  

  • 出版日期:2018-02-25 发布日期:2018-02-25

Influence of check gates on channel hydraulic response at diversion and its sensitivity

  • Online:2018-02-25 Published:2018-02-25

摘要: 节制闸的运用是渠道运行控制的主要手段,是影响渠道水力响应的重要因素。本文以南水北调东线小运河干渠为研究对象,选取分水口处水位下降速率、水位最大降幅和水位过渡时间作为表征渠道水力响应的指标,在渠道分水口取水流量增大的情况下,研究节制闸调节对分水口处渠道水力响应的影响规律。在此基础上分析分水口处渠道水力响应对节制闸调节的敏感性,提出基于节制闸调节的渠道水力响应敏感性指标,该指标能定量的反应闸门调节幅度、节制闸与分水口间距对渠道水力响应的影响程度。研究表明,分水口处渠道水力响应对闸门调节幅度的影响较为敏感,对节制闸与分水口间距影响的敏感程度次之。

Abstract: Check gates are important devices for regulating canal operation, a key factor of canal hydraulic response. This study investigates the influence of gate regulation on channel hydraulic response to increasing diversion flux, using a case study of the Xiao Canal operation for the east route of South-to-North Water Diversion project. We adopt hydraulic response indicators of water stage drop rate, water stage peak drop, and transition time at the diversion intake, examine the sensitivity of these response indicators to gate regulation, and develop a system of sensitivity indexes applicable to evaluation of the effects of the gate regulating range and gate distance from the intake on all the response indicators. The results show that the hydraulic response is more sensitive to the regulating range than gate distance.

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