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AN IMPROVED DESIGN METHOD FOR THE RIPRAP OF EARTHFILL DAMS OF LARGE RESERVOIRS

机译:大型水库堤防堤防的改进设计方法。

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摘要

Since impounding of the various reservoirs of the La Grande Complex in northern Quebec, the riprap of several dams and dykes suffered some damage during the fifteen-year period which followed. A mandate was given to the Societe d'energie de la Baie James (SEBJ) in January 1992 to review the riprap design and evaluate the necessary repairs. The paper focuses on this work. An improved design method, for the riprap of earthfill dams of large reservoirs, is proposed based on four years of intensive studies and fifteen years of field data. Large scale model tests with irregular waves completed the studies.
机译:自从在魁北克北部的La Grande Complex的各种水库被蓄水以来,随后的十五年中,一些水坝和堤坝的跳动受到了一些破坏。 1992年1月,授权拉贝伊能源学会(SEBJ)接受授权,以审查翻石机的设计并评估必要的维修。本文着重于这项工作。在四年的深入研究和十五年的现场数据的基础上,提出了一种改进的设计方法,用于大型水库的土石坝翻石。用不规则波进行的大规模模型试验完成了研究。

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