期刊文献+

南水北调中线干渠弧形闸门过流能力校核分析 被引量:17

Analysis and Check of Radial Gate Conveyance Capability on the Middle Route of the South-to-North Water Transfer Project
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摘要 精确的计算过闸流量十分重要,它可以保障渠道保质保量的配水,确保渠道安全运行。基于现有南水北调中线工程总干渠的设计资料,按照弧形闸门闸孔淹没出流的计算原理,应用现行的几种计算弧形闸门过闸流量的公式对南水北调中线总干渠节制闸的过流能力进行计算,并将其结果和设计流量、加大流量进行比较和分析,结果显示部分闸门的过闸流量达不到其渠段设计流量,得出如果按设计流量调水时,渠道的设计流量无法通过闸门,从而导致渠道有漫顶危险的结论。总结了在计算过程中误差存在的原因,并给出了加大闸门宽度以确保实际工程运行安全和经济社会效益最大化的建议。 It is of much importance to accurately calculate the water discharge through sluice, because it can ensure the water distributed as required volume for guaranteeing the operation safety of channels. According to the existing design information of the Middle Route of South-to- North Water Transfer Project and calculation principles of conveyance capability of radial gate in submerged flow, several existing calculating formulas have been used to calculate and analyze the conveyance capability of the radical gates on the Project, then the results we have gotten from the calculation were compared with the design value and over value of the channels. The results showed that some radial gates' water discharge through sluice could not reach the design value of the channels' flow rate. If water was transferred according to design value of the channels' flow rate, the flow could not pass some radial gates, resulting in risks of overtopping. Finally, the research summed up the reasons for errors existing in the process of the calculation and gave the advices of increasing the width of the radial gate to ensure the operation security of the actual project and maximize the economic and social benefits.
出处 《南水北调与水利科技》 CAS CSCD 2010年第1期24-28,共5页 South-to-North Water Transfers and Water Science & Technology
基金 "十一五"国家科技支撑计划重大项目:南水北调工程若干关键技术研究与应用"中线工程输水能力与病害防治技术研究"(2006BAB04A12)
关键词 南水北调中线工程 过闸流量 弧形闸门 淹没出流 闸门过流能力 South-to-North Water Transfer Project water discharge through sluice radial gate submerged flow conveyance capability of sluice
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参考文献10

  • 1刘孟凯,王长德,闫奕博,刘国强.弧形闸门过闸流量公式比较分析[J].南水北调与水利科技,2009,7(3):18-19. 被引量:13
  • 2徐正凡.水力学(下册)[M].北京:高等教育出版社,1986.
  • 3Henry H. R. Discussion of "Diffusion of Submerged Jets" by M. L Albertson, Y. B. Dai, R. A. Jensen, H. Rouse[J]. Transaction of ASCE, 1950, 115:687-694.
  • 4Swamee P. K. Sluice-gate Discharge Equation[J]. Journal of Irrigation and Drainage Engineering, 1992, 118(1): 55-60.
  • 5王韦.平底闸潜没孔流流量系数的初步分析[G].水利部南京水利实验处研究实验报告汇编,1955.
  • 6李炜 徐孝平.水力学[M].武汉:武汉水利电力大学出版社,2002.140-152.
  • 7武汉水利电力学院水力学教研室堰闸水力特性科研小组.闸孔出流水力特性的研究.武汉水利电力学院学报,1974,.
  • 8William W-G Yeh, Albert L Graves, Douglas Toy. Leonard Becker. Central Arizona Project. Operation Model[J], Journal of the Water Resources Planning and Management Dividion, 1980, 106(2) :521-540.
  • 9Clemmens, A. J. , Strelkoff, T. S. , Replogle J. A. Calibration of Submerged Radial Gates[J]. Journal of Hydraulic Engineering. 2003, 129(9): 880-687.
  • 10Rajaramarn, N. , Subramanya, K. Flow Equations for the Sluice Gate[J]. Journal of Irrigation and Drainage Engineering, 1967, 93(IR3) : 167-18.

二级参考文献4

  • 1李炜 徐孝平.水力学[M].武汉:武汉水利电力大学出版社,2002.140-152.
  • 2日本土木学会.水力公式集(上)[M].北京:人民铁道出版社,1997.
  • 3A.J.Clemmens,T.S.Strelkoff and J.A.Replogle.Calibration of Submerged Radial Gates,Journal of Hydraulic Engineering,Vol.129,No.9,September1,2003.ASCE.
  • 4 安徽省水利局勘测设计院.水工钢闸门设计[M].北京:水利电力出版社,1983.

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