土方工程
发掘
平衡(能力)
功率(物理)
工程类
物料平衡
地下储罐
发电站
石油工程
环境科学
岩土工程
废物管理
储罐
电气工程
工艺工程
医学
物理
量子力学
物理医学与康复
作者
Lin Huang,Shuangying Zuo,Bo Yu,Shiwan Chen
标识
DOI:10.1016/j.est.2024.110722
摘要
It is very important to achieve an excavation-filling balance and conduct reasonable earthwork allocation in the construction of pumped storage power stations to improve their technological and economic benefits. In this work, adopting the upper reservoir of a pumped storage power station in Guizhou, China, as an example, the excavation and filling volumes of the upper reservoir were calculated by simulating the excavation process of the reservoir basin and embankment filling construction of concrete panel rockfill dams to reach an excavation-filling balance. Moreover, rockfill dam filling was optimized in stages. On this basis, an optimization model aiming to obtain the minimum earthwork allocation cost was built, and a genetic algorithm was used to solve the optimization model. The results showed that the excavation and filling volumes of the upper reservoir are 3.8966 million m3 and 4.0949 million m3, respectively, and the downstream slope of the rockfill dams is 1:2.12, achieving excavation-filling balance. The total storage capacity of the upper reservoir is 8.3691 million m3, which meets the designed storage requirements. In addition, the rockfill dams of the upper reservoir should ideally be filled in three stages. The minimum disequilibrium coefficient of Dam #1 is 1.00, with a corresponding filling time of 10.01 months, while the minimum disequilibrium coefficient of Dam #2 is 1.01, with a corresponding filling time of 21.32 months. The minimum cost of earthwork allocation of the upper reservoir is CNY 4.8752 million yuan.
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