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张艳锋, 侯咏梅, 张婷婷. 南水北调中线郑州1段工程防渗及排水设计研究[J]. 岩土工程学报, 2016, 38(zk1): 69-73. DOI: 10.11779/CJGE2016S1012
引用本文: 张艳锋, 侯咏梅, 张婷婷. 南水北调中线郑州1段工程防渗及排水设计研究[J]. 岩土工程学报, 2016, 38(zk1): 69-73. DOI: 10.11779/CJGE2016S1012
ZHANG Yan-feng, HOU Yong-mei, ZHANG Ting-ting. Zhengzhou 1st section of The South-to-North Water Diversion Project engineering seepage control and drainage design research[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 69-73. DOI: 10.11779/CJGE2016S1012
Citation: ZHANG Yan-feng, HOU Yong-mei, ZHANG Ting-ting. Zhengzhou 1st section of The South-to-North Water Diversion Project engineering seepage control and drainage design research[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 69-73. DOI: 10.11779/CJGE2016S1012

南水北调中线郑州1段工程防渗及排水设计研究

Zhengzhou 1st section of The South-to-North Water Diversion Project engineering seepage control and drainage design research

  • 摘要: 南水北调中线总干渠为Ⅰ等工程属特大型输水工程,本渠段设计流量285~265 m3/s,加大流量345~320 m3/s。根据中线郑州1段的地形及气象、水文地质等条件,对总干渠的防渗及排水设计进行了有针对性的研究、计算及设计,提出了一套完整的设计思路及方案,截止目前中线郑州1段总干渠运行情况良好,表明本设计方案的可靠性及优越性,为以后的大型输水干渠的设计提供一定的借鉴。

     

    Abstract: The main canal of the middle route of South to North Water Diversion Project for 1st class projects belong to over-sized of the water conveyance project, the canal section of the design flow rate of 285 m³/s~ 265 m³/s, increase the flow rate of 345 m³/s-320 m³/s. According to the middle route of Zhengzhou 1st section of terrain and meteorological , horological geology condition, main-canal seepage control and drainage design for the targeted research, calculation and design, puts forward a complete set of design thinking and scheme, so far the middle route of Zhengzhou 1st section of main canal running in good condition, show that the reliability and superiority of design scheme, for the following as a reference for the design of large water main canal.

     

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