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Side-Channel Spillway Hydraulics (Case Study: Lake Skinner Spillway Adequacy Evaluation)

机译:侧通道溢洪道液压系统(案例研究:斯金纳湖溢洪道充足性评估)

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The hydraulics of side-channel spillways can be complex due to numerous potentialflow regimes at the varying flow rates, energy losses from a wide variety of physicalconditions, and the complexities associated with spatially varied flow with increasingdischarge within the side channel. The analysis can become even more complex inthe event that water levels in the side-channel begin to cause tailwater impacts or fullsubmergence of the upstream spillway.Lake Skinner is owned and operated by the Metropolitan Water District of SouthernCalifornia (Metropolitan) and this existing dam spillway utilizes a unique sidechannelconfiguration that includes all of the above mentioned complexities. Whenoriginally designed in the 1960s, a reduced scale physical model of the ultimatespillway configuration was constructed and utilized along with mathematicalcomputer models to predict how the spillway would operate under various flowconditions. Since the dam was constructed 40 years ago, the upstream watershed hasrealized changes in land use resulting in potential changes to the drainage basinrunoff characteristics.In 2006, Metropolitan began to investigate if these changes to the drainage basincould affect the adequacy of the Lake Skinner dam spillway and retained Black &Veatch hydraulic engineers and hydrologists to perform the evaluation. Although thereduced scale physical model and mathematical computer model from the originaldesign where not available, reports documenting the past findings were located.Utilizing the documented characteristics of the spillway as calibration data, modernday computer tools were utilized to construct a computer model of the complexspillway system.The computer modeling included the use of the Hinds side-channel spillway equation,the U.S. Army Corps of Engineers HEC-RAS and HEC-HMS modeling tools, andogee spillway evaluations procedures from the U.S. Bureau of Reclamation's Designof Small Dams (1987). A Visual Basic Program integrated with an Excel Spreadsheetwas developed to link the input and output variables of the various modelingpackages and to perform logical iterations as required to converge on realistic results.
机译:侧通道溢洪道的液压系统可能会非常复杂,因为其潜力巨大 不同流速下的流动状态,各种物理能量的损失 条件,以及与空间变化的流量相关的复杂性, 在侧通道内放电。分析可能变得更加复杂 旁通道中的水位开始引起尾水影响或充满的事件 上游溢洪道的淹没。 斯金纳湖(Lake Skinner)归南方城市都会水区所有并由其运营 加利福尼亚(大都市)和现有的大坝溢洪道利用独特的旁通道 包含上述所有复杂性的配置。什么时候 最初是在1960年代设计的,最终的缩小尺寸物理模型 溢洪道配置与数学一起构造和利用 预测溢洪道在各种流量下如何运行的计算机模型 情况。自从40年前修建大坝以来,上游流域 土地利用的实际变化导致流域的潜在变化 径流特征。 2006年,大都会开始调查流域的这些变化是否 可能会影响斯金纳湖大坝溢洪道的充分性,并保留布莱克 Veatch水力工程师和水文学家进行评估。虽然 从原始模型缩减规模的物理模型和数学计算机模型 如果没有可用的设计,则会找到记录过去发现的报告。 利用溢洪道的已记录特征作为校准数据,现代 天的计算机工具被用来构建复杂的计算机模型 溢洪道系统。 计算机建模包括使用Hinds边槽溢洪道方程, 美国陆军工程兵团HEC-RAS和HEC-HMS建模工具,以及 美国填海设计局的ogee溢洪道评估程序 小水坝(1987)。与Excel电子表格集成的Visual Basic程序 开发以链接各种建模的输入和输出变量 打包并根据需要执行逻辑迭代以收敛于实际结果。

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