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Hydraulic and structural considerations of dam's spillway - a case study of Karkheh Dam, Andimeshk, Iran

机译:大坝溢洪道的液压和结构考虑因素 - 以克拉厄坝,安德西克,伊朗为例

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摘要

Preserving reservoir safety has recognized to be important for the public where a vast majority of dams are located upstream of greatly populated cities and industrialized areas. Buckling, floatation and cavitation have caused failure in the spillway gates and conveyance features during past catastrophic events; showed their vulnerability and need for regular inspection along with reviewing design calculations to ensure the spillway meet current design standards. This paper investigates the hydraulic and structural consideration of dam's spillway by evaluating the data of Karkheh Dam's. Discharge capacity, flood routings and cavitation damage risk were main features for hydraulic considerations where hydrostatic and hydrodynamic forces and stability conditions were considered in structural considerations.
机译:保存水库安全确认对公众对大多数大坝的上游位于大大人口稠密的城市和工业化地区的众多。屈曲,浮动和空化导致过去灾难事件中的溢洪道闸门和运输功能失败;展示了他们的脆弱性和需要定期检查,以及审查设计计算,以确保溢洪道符合当前的设计标准。本文通过评估Karkheh Dam的数据来调查大坝溢洪道的液压和结构考虑。放电容量,洪水路线和空化损伤风险是液压考虑的主要特征,用于在结构考虑中考虑静水压和流体动力和稳定性条件。

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