首页> 外文会议>International Symposium on River Sedimentation vol.2; 20041018-21; Yichang(CN) >INFLUENCE OF DAILY REGULATION RESERVOIR ON THE DOWNSTREAM WATERWAY
【24h】

INFLUENCE OF DAILY REGULATION RESERVOIR ON THE DOWNSTREAM WATERWAY

机译:日常调节水库对下游航道的影响。

获取原文
获取原文并翻译 | 示例

摘要

Daily regulation is popularly adopted to meet variation of power load in dam operation, which will lead to water level fluctuation within a day, usually called daily-regulation wave. In dry seasons, the wave associated with the notable extra water surface slope will bring apparent influence on the navigation channel. In traditional researches in navigational engineering, hydrograph of flow and sediment discharge is always simplified as a columnar section to reduce the load of calculation. A mathematical model of steady flow is usually adopted to analyze concerned flow indicators in the waterway. However, in the case of daily reservoir operation, the power load varies largely in a short time period; as a result daily-regulation waves will clearly alter the water slope and velocity to a certain extent. Such changes are difficult to be simulated and predicted with routine methods mentioned above, and should not be neglected. In view of this, a new approach to simulate the influence of daily-regulation waves with an unsteady flow model is proposed in this paper. The use of the approach for the Three Gorges Project is discussed. Unsteady flow triggered by the Three Gorges project power station daily regulation and its influence on downstream water level are analyzed. The results indicate that during the course of load increment,the water surface slope is steeper than the numerical result of a steady flow model; moreover, during the course of load reduction, the water surface slope is smoother than the result of the steady flow model. Thus, the variation of the downstream water surface slope caused by the unsteady flow is obvious, where special attention should be paid to avoid dangerous water surface slope that endangers normal navigation in the downstream waterway. At the same time, small discharge should be avoided to meet the required depth of navigable channel during the load reduction course.
机译:大坝运行中普遍采用日调节来适应电力负荷的变化,这会导致水位在一天内波动,通常称为日调节波。在干旱季节,与明显的额外水面坡度有关的波浪将对航行通道带来明显的影响。在传统的导航工程研究中,流量和泥沙排放的水位图总是简化为柱状截面,以减少计算量。通常采用稳定流量的数学模型来分析水道中的相关流量指标。但是,在水库日常运行的情况下,电力负荷在很短的时间内变化很大。结果,日常调节波将在一定程度上明显改变水的坡度和流速。这种变化很难用上述常规方法进行模拟和预测,并且不应忽略。有鉴于此,本文提出了一种用非定常流动模型模拟日调节波影响的新方法。讨论了该方法在三峡项目中的使用。分析了三峡工程电站日常调节引发的非恒定流量及其对下游水位的影响。结果表明,在负荷增加的过程中,水面的坡度比稳定水流模型的数值结果要陡。此外,在减荷过程中,水面坡度比稳定水流模型的结果更平滑。因此,由非定常流动引起的下游水面坡度变化很明显,应特别注意避免危险的水面坡度危害下游水道的正常航行。同时,在减载过程中,应避免小流量排放以满足航行通道的要求深度。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号