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马家山水库围封式旁引工程规划设计与稳定性优化研究

马月伟

红水河2025,Vol.44Issue(1):23-26,4.
红水河2025,Vol.44Issue(1):23-26,4.DOI:10.3969/j.issn.1001-408X.2025.01.005

马家山水库围封式旁引工程规划设计与稳定性优化研究

Planning Design and Stability Optimization of Enclosed Side Diversion Project for Majiashan Reservoir

马月伟1

作者信息

  • 1. 忻州水利建设投资有限公司,山西 忻州 034000
  • 折叠

摘要

Abstract

Aiming at the problems of seepage deformation,slope stability,and adjacent valley leakage in the Majiashan Reservoir area,a layout planning and design scheme for an enclosed side diversion reservoir project consisting of a main dam,auxiliary dam,spillway,pump station,and water pipeline is proposed.The dam type is selected as a roller compacted homogeneous earth dam,and the composite geomembrane and cast-in-place concrete slab are laid on the dam slope and reservoir bank slopes.The energy dissipation design of spillway with underflow energy dissipation is adopted,and the design of pumping station adopts the water filling scheme of 6 to 10 months,and the water transmission pipeline adopts tunnel laying pipeline.The research shows that the scheme effectively enhances the stability of the reservoir area and its banks and optimizes the allocation and efficient use of regional water resources.

关键词

围封式旁引水库/工程规划设计/渗透变形/边坡稳定性/马家山水库

Key words

enclosed side diversion reservoir/project planning design/seepage deformation/slope stability/Majashan Reservoir

分类

水利科学

引用本文复制引用

马月伟..马家山水库围封式旁引工程规划设计与稳定性优化研究[J].红水河,2025,44(1):23-26,4.

红水河

1001-408X

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