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吊钟水库正常蓄水位论证分析

胡昕宇

云南水力发电2024,Vol.40Issue(5):22-24,3.
云南水力发电2024,Vol.40Issue(5):22-24,3.DOI:10.3969/j.issn.1006-3951.2024.05.006

吊钟水库正常蓄水位论证分析

Demonstration and Analysis of Normal Storage Level in Diaozhong Reservoir

胡昕宇1

作者信息

  • 1. 上饶市科信水利水电勘察设计咨询有限公司,江西 上饶 334000
  • 折叠

摘要

Abstract

This paper aims to reasonably select the normal storage level of reservoir,follow the terrain and geological conditions of the area where the project is located,and fully utilize water resources.It follows the basic principle of minimizing the impact of reservoir inundation and engineering investment while ensuring engineering tasks and benefits.A comprehensive technical and economic comparison is proposed for three normal storage level schemes,namely 94.50m,95.50m,and 96.50m.Based on the comprehensive engineering geological conditions,reservoir inundation treatment,hub and building layout,ecological environment,water resource utilization,and engineering economy,it is recommended that the normal storage level of Diaozhong Reservoir be 95.50m.

关键词

吊钟水库/建设任务/正常蓄水位/水库淹没/经济比较

Key words

Diaozhong Reservoir/construction task/normal storage level/reservoir inundation/economical comparison

分类

水利科学

引用本文复制引用

胡昕宇..吊钟水库正常蓄水位论证分析[J].云南水力发电,2024,40(5):22-24,3.

云南水力发电

1006-3951

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