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Priest Rapids Dam: Design of a Dedicated Water Supply for the Right Bank Fish Ladder

机译:牧师急流大坝:右岸鱼梯专用供水设计

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A 66-inch diameter pipeline operating at velocities up to 38-feet per second, regulated by an eccentric plug valve, and terminated in a 19-port energy dissipating manifold has been designed to meet the need for an independent attraction water supply (AWS) for the right bank fish ladder at Priest Rapids Dam. This new AWS was requested by fisheries agencies during planning to satisfy an article of Grant County Public Utility District’s (District) new license. The new license was issued by FERC in April 2008, and allows the District to operate the 955 MW Priest Rapids Dam on the Columbia River in central Washington State. The District, Jacobs Engineering, Oakwood Consulting and IIHR-Hydroscience & Engineering formed a team to develop this independent AWS. The team found a potential pipe route using existing penetrations in the upstream face of the dam. Four tools were used to create a design which satisfied the operational requirements for an independent supply: a hydraulic grade line model, a 1-D numerical mixing model, a CFD model, and a 1:10 scale physical model. Use of the 1-D mixing model allowed experimentation with a number of configurations without building them in the physical model. An iterative process was required as the output of each model influenced the inputs of the other two models. This approach streamlined design and resulted in time and cost savings. The final design balanced economics, operational longevity, and effective energy dissipation proven by a calm water surface in the AWS pool. High pipeline velocities and low pressures required inclusion of turning vanes in all elbows. CFD simulations were used to assist design of the elbows. Included in the final project package are a trashrack and structure which meet fisheries criteria, a knife gate guard valve, a plug valve and electric valve actuators to allow remote operation of the system. Construction and testing are scheduled for 2013 which will meet the project completion deadline of April 2014.
机译:66英寸直径的管道,由高达每秒38英尺的速度运行,由偏心插头阀调节,并终止于19端口的节能歧管中,以满足独立吸引力供水(AWS)的需求。在牧师急流大坝的右岸鱼梯。渔业机构在规划期间要求这种新的AWS要求,以满足格兰特县公用事业区(区)新许可证。新许可证于2008年4月由FERC发布,并允许该区在华盛顿州中部哥伦比亚河上运营955兆瓦牧师急流大坝。区,雅各布工程,奥克伍德咨询和IIHR-Hydrocience&Engineeriant成立了一个团队,开发这种独立的AWS。该团队在大坝上游面上发现了一种潜在的管道路线。使用四种工具来创建一个满足独立供应的操作要求的设计:液压成绩线模型,1-D数混合模型,CFD模型和1:10级别物理模型。使用1-D混合模型允许使用多种配置进行实验,而无需在物理模型中构建它们。作为每个模型的输出所需的迭代过程影响了另外两个模型的输入。这种方法简化了设计并导致了时间和成本节省。最后的设计均衡经济,运营寿命和AWS池中的平静水面证明了有效的能量耗散。高管线速度和低压需要在所有肘部中包含转动叶片。 CFD模拟用于帮助设计肘部。最终项目包中包含一个垃圾桶和结构,符合渔业标准,刀栅防护阀,插头阀和电动阀门执行器,以允许系统的远程运行。建筑和测试计划于2013年,这将符合2014年4月的项目完成截止日期。

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