首页> 外文期刊>Journal of Environmental Engineering >Dissipation of Supersaturated Total Dissolved Gases in the Intermediate Mixing Zone of a Regulated River
【24h】

Dissipation of Supersaturated Total Dissolved Gases in the Intermediate Mixing Zone of a Regulated River

机译:调节河流中间混合区中的超饱和总溶解气体的耗散

获取原文
获取原文并翻译 | 示例
           

摘要

In regulated rivers downstream of hydropower facilities, understanding how supersaturated total dissolved gases (TDGs) are distributed and dissipated is crucial, as they can negatively impact the aquatic environment. The objective of this study was to quantify the rate of dissipation of supersaturated TDG in the regulated Columbia and Kootenay Rivers and to evaluate whether it can be predicted by surface reaeration theories. Detailed measurements of TDG and river hydraulics were collected during two individual spill events conducted at the Hugh L. Keenleyside Dam (HLK) on the Columbia River and the Brilliant Dam on the Kootenay River. To estimate the dissipation rate, an analytical approach was used that incorporated transverse mixing between the spill and generation flow as well as tributary inflow. For four different gate operations at the HLK Dam, the average rate in the two hydraulically different reaches upstream and downstream of Kootenay River confluence was 0.004 and 0.021h-1, respectively. In the downstream reach, the rate was 0.038h-1 during the spill operation at the Brilliant Dam. These rates were about 1.5-3 times higher than the surface transfer predicted by some well known reaeration models. Some potential causes of these higher rates were discussed, particularly the large variation in the downstream reach. Because of limited data availability, a conceptual argument based on gas transfer theories was presented, which indicated that the dissipation rates were likely enhanced by bubble-mediated transfer caused by liquid phase supersaturation.
机译:在水电设施下游的受调节河流中,了解过饱和溶解气体(TDGS)的分配和消散是至关重要的,因为它们可以对水生环境产生负面影响。本研究的目的是量化受管制哥伦比亚和KooteNay河流中超饱和TDG的耗散速率,并评估是否可以通过表面炎热理论预测。在哥伦比亚河上的休奈西盖斯德坝(HLK)的两个个人泄漏事件中收集了TDG和河流液压的详细测量,并在Kootenay河上的辉煌大坝。为了估算耗散率,使用分析方法,其结合在泄漏和产生流程之间的横向混合以及支路流入。对于HLK大坝的四种不同的栅极操作,分别在kooteNay河流汇合的上游和下游的两个液压不同达到的平均速率分别为0.004和0.021h-1。在下游达到的速度下,在辉煌坝的溢出操作过程中的速率为0.038H-1。这些速率比某种众所周知的炎热模型预测的表面传递高约1.5-3倍。讨论了这些较高率的一些潜在原因,特别是下游伸展的大变化。由于数据可用性有限,提出了一种基于气体转移理论的概念性论据,这表明通过液相过饱和引起的泡沫介导的转移可能提高耗散率。

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