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梁书民, RICHARD Greene.南水北调西线工程线路设计优化方案探讨水资源与水工程学报[J].,2018,29(5):133-141
南水北调西线工程线路设计优化方案探讨
Discussion on optimal route design for the West Route of South to North Water Transfer Project
  
DOI:10.11705/j.issn.1672-643X.2018.05.21
中文关键词:  南水北调  西线工程  桑白-铁关门线  纵向坡降均一化  多线联合调水  红旗河
英文关键词:The South to North Water Transfer Project  the West Route Water Transfer Project  the Sangbai-Tieguanmen Route  the longitudinal gradient homogenization  the multiple routes joint water transfer  the Hongqi Canal
基金项目:中国农业科学院科技创新工程(ASTIP-IAED-2018-07)
作者单位
梁书民1, RICHARD Greene2 (1.中国农业科学院 农业经济与发展研究所 北京 1000812.首都师范大学 地球空间信息科学与技术国际化示范学院 北京 100048) 
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中文摘要:
      系统总结评价了南水北调西线工程设计方案。遵循自流调水、高水低走、纵向坡降均一化、梯级水库库容调节、多路联合调水原则,利用地理信息系统空间分析功能和水力学规划求解方法,计算设计了以米林桑白-岷县铁关门线为主线的高海拔、中高海拔和中低海拔3线联合的最优调水方案,最大调水量为1 777.4×108 m3/a。通过同红旗河方案比较,发现桑白-铁关门线调水方案规避了红旗河方案的缺点,具有线路短,纵向坡降大,交通便利的优点,并且避开了自然保护区和地质灾害高风险区。认为以中低海拔线为主的多线联合调水方案应当成为西线调水的首选方案。
英文摘要:
      This paper systematically summarizes and evaluates the designing schemes of the west route of South to North Water Transfer Project. Taking Sangbai, Milin-Tieguanmen, Minxian line as main water transfer route, the joint water transfer scheme of three lines at high altitude, middle and high altitude and middle and low altitude is designed as optimal water transfer plan. By applying GIS spatial analysis and programming solver tools to hydraulics calculation, the scheme's technique parameters are calculated and designed in accordance with the principle of self-flowing by gravity, diverting runoff at high altitude source to low altitude destination, homogenizing longitudinal slope of tunnel bottom, building chain reservoir on the upper stream to regulate reservoir capacity, and diverting water jointly through multiple routes. The maximum annual water transfer capacity is 177.74 billion cubic meters. Compared with the Hongqi Canal scheme, we found that the water transfer scheme of Sangbai-Tieguanmen line avoids the shortcomings of the Hongqi Canal scheme, and it has the advantages of short distance, steep longitudinal slope and convenient transportation facility, also avoids the nature reserves and the high-risk regions of geological disaster. The author believe that the multiple routes combined water transfer scheme plan mainly based on the middle low altitude line should be the first choice for the west route of South to North Water Transfer Project.
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