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HYDRAULIC MODEL STUDY FOR EILDON DAM IMPROVEMENT PROJECT

机译:艾尔登坝改善工程的液压模型研究

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The Eildon Dam Improvement Project is being undertaken by Goulburn-Murray Water as part of its dam improvement program that includes an upgrade of the existing Lake Eildon spillway that passes through the left abutment of the dam. The main components of the spillway are a gated concrete gravity overflow section that is 33 m high and 60 m wide, a 435 m long low gradient spillway chute and a hydraulic jump stilling basin. The spillway was originally designed, including a physical model, in the 1950s to pass a maximum discharge of 3,400 m~3/s with a maximum reservoir head of 9.0 m above the spillway crest. This can be compared with the 2003 flood hydrology and flood routing studies that result in a PMF discharge of 6,900 m~3/s and a maximum reservoir head of 14.1 m above the spillway crest. A new physical hydraulic model study was carried out over 2003-2004 as part of the investigations by the Eildon Alliance for the Project. The model was tested with discharges up to and exceeding the upgraded PMF. Very turbulent conditions were observed at discharges exceeding the original design discharge including the formation, build-up and collapse of large diameter vortices in flow over the spillway crest and overflow section. The vortex phenomena resulted in the intermittent formation of high waves and very high transient pressure loadings at the downstream toe of the overflow section and extending to the upstream section of the spillway chute. The paper discusses some scaling issues, presents some of the salient results of the study and discusses their application to the 2003-2004 design of structural modifications for the spillway. The paper includes a discussion and comparison of the 1950's model study with the 2003-2004 study. The magnitude of the vortex phenomena could not be predicted from the previous studies, and it is recommended that investigations for upgrades of similar works that involve large increases in design discharges include detail examination of vortex phenomena.
机译:古尔本-默里水务公司正在开展Eildon大坝改善项目,这是其大坝改善计划的一部分,该计划包括升级现有的Eildon湖溢洪道,该溢洪道穿过大坝的左岸。溢洪道的主要组成部分是33 m高,60 m宽的门控混凝土重力溢流段,435 m长的低坡度溢洪道斜槽和液压跃迁止水槽。溢洪道最初是在1950年代设计的,包括物理模型,其最大排水量为3,400 m〜3 / s,最大水库顶部为溢洪道顶以上9.0 m。这可以与2003年的洪水水文和洪水路线研究相比较,后者的PMF流量为6,900 m〜3 / s,最大水库水头在溢洪道顶以上14.1 m。作为项目的艾尔登联盟进行的调查的一部分,2003-2004年进行了新的物理水力模型研究。该模型在放电达到或超过升级PMF的条件下进行了测试。在超过原始设计流量的流量中观察到非常湍流的状况,包括溢流道顶部和溢流段上大径涡流的形成,堆积和塌陷。涡旋现象导致在溢流段的下游趾间断续形成高波和非常高的瞬态压力载荷,并延伸到溢洪道斜槽的上游段。本文讨论了一些比例尺问题,提出了一些重要的研究结果,并讨论了它们在2003-2004年溢洪道结构修改设计中的应用。本文包括对1950年模型研究与2003-2004年研究的讨论和比较。以前的研究无法预测涡旋现象的严重程度,因此建议对涉及设计排放量大幅增加的类似作品进行升级改造的研究应包括对涡旋现象的详细检查。

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