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Scour valve replacement at Digley reservoir

机译:迪格利水库的冲刷阀更换

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摘要

Digley reservoir was constructed after the Second World War and completed in 1954. The reservoir has a storage capacity of over three million cubic metres at the top water level. The original pipework arrangement, which included Lamer Johnson valves, provided an adequate discharge rate to ensure a minimum of 1-0 m per day drawdown. A statutory inspection of the reservoir was carried out in 2008 in accordance with the Reservoirs Act 1975. Following the inspection, Mott MacDonald Bentley was commissioned by the reservoir owner to undertake works to identify a suitable solution for the scour valve replacement to improve the operability of the valve. The reservoir head of over 40 m and estimated discharge velocity in excess of 10 m/s within the scour pipeline posed limitations to the selection of a suitable valve. The performance of a terminal fixed cone valve retrofitted within the existing stilling basin was modelled as an alternative to an in-line valve replacement. The fixed cone valve has since been installed and it is the first valve of this type for the reservoir owner. This paper describes the valve optioneering process, physical model testing and installation of the fixed cone valve. It also refers to issues working within an operational stilling basin while maintaining provision for the scour facility, and requirements to maintain compensation flow for the duration of the works.
机译:Digley水库是在第二次世界大战之后建造的,于1954年完工。该水库在最高水位处的存储容量超过300万立方米。最初的管道布置(包括Lamer Johnson阀门)提供了足够的排量,以确保每天至少有1-0 m的水位下降。根据1975年《水库法案》,2008年对水库进行了法定检查。检查之后,水库所有者委托莫特·麦克唐纳·本特利(Mott MacDonald Bentley)委托进行工作,以寻找合适的解决方案,以更换冲刷阀,从而提高操作性。阀门。冲刷管道内超过40 m的储层盖和估计的排泄速度超过10 m / s限制了选择合适的阀门的能力。在现有的消音盆内翻新的终端固定锥阀的性能可以作为管线内阀门替代的替代模型。此后已安装了固定锥阀,这是储罐所有者使用的第一种此类阀。本文介绍了阀的选择过程,固定锥阀的物理模型测试和安装。它也指在维持冲刷设施准备金的同时,在可操作的消融池内工作的问题,以及在工程期间保持补偿流量的要求。

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