期刊文献+

南水北调中线干渠冰期输水能力研究 被引量:13

Study on Water Diversion Capacity in the Middle Route of the South-to-North Water Transfer Project in Ice Period
下载PDF
导出
摘要 冰盖的形成使得渠道的湿周增加,水力半径减小,输水阻力加大,致使渠道过流能力减小,影响渠道的冬季输水。渠道冰期的输水能力无论对工程设计,还是运行管理都是十分重要的。文章分析了结冰期冰盖的安全推进模式和稳定封冻期渠道水位壅高的影响,提出了确定渠道在结冰期和稳定封冻期的输水能力的控制指标,在此基础上,对南水北调中线黄河以北渠段结冰期以及完全封冻后的输水能力进行了研究,确定了南水北调中线黄河以北干渠的冬季输水能力,研究成果对于南水北调中线干渠的冬季管理和运行具有一定的参考价值。 The ice cover in canal can increase wetted perimeter,reduce hydraulic radius and increase hydraulic resistance,which can diminish the water diversion capacity of canal.The water diversion capacity of canal in winter is very important to design and management.In this paper,the factors to determine the water diversion capacity of canal are put forward,based on rising of water level and progress of ice cover.Through the calculation of steady nonuniform flow with composite roughness coefficient,water diversion capacity during freeze-up period and ice-covered period is researched and water diversion capacity is put forward for part of the Middle Route of South-to-North Water Transfer Project in north of Yellow River in winter.The results are important for water diversion of the Middle Route of South-to-North Water Transfer Project in ice regime.
出处 《南水北调与水利科技》 CAS CSCD 2009年第6期118-122,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(2006BAB04A12)
关键词 冰期输水 输水能力 冰盖糙率 南水北调中线工程 water diversion during winter water diversion capacity ice cover roughness the Middle Route of South-to-North Water Transfer Project
  • 相关文献

参考文献14

  • 1茅泽育,马吉明,佘云童,吴剑疆.封冻河道的阻力研究[J].水利学报,2002,33(5):59-64. 被引量:35
  • 2李根生,王建新,牟纯儒,许玉生,边自然.引黄济津冬季输水冰情观测与分析[J].南水北调与水利科技,2006,4(B06):25-27. 被引量:11
  • 3李善增,程天金,李为民.明渠冰盖输水观测研究[A].第一届全国冰工程学术会议论文集[C],山西:1992.57-64.
  • 4颜丙池.南水北调冰期输水原型观测与研究[J].河北水利水电技术,2002(2):41-42. 被引量:8
  • 5Shen,H. T. ,Ho,C. F.. Two-dimensional Simulation of Ice Cover Formation in a Large River[C].Proc. IAHR Iee Symp. ,Iowa City, 1986. 547-558.
  • 6Sun,Z. C. , Shen, H. T.. A Field Investigation of Frazil Jam in Yellow River[C]. Proc. 5th Workshop on Hydr. Of River Ice/Ice Jams,Winnepeg, 1988. 157-175.
  • 7王大伟,徐茂岭,于洁,等.冬季冰盖下输水渠道的断面设计[A].第二届全国水力学与水利信息学学术大会论文集[C].2005:145-149.
  • 8Nezhikhovskiy, R. A.. Coefficients of Roughness of Bottom Surface of Slush-Ice Cover[J]. Trudy GGI, 1964, (110):54-82.
  • 9魏良琰.封冻河流阻力研究现况[J].武汉大学学报(工学版),2002,35(1):1-9. 被引量:8
  • 10Chee, Haggag. Flow Resistance of Ice-Covered Streams[J].Can. J. Civ. Eng. , 1982, (9):815-823.

二级参考文献50

  • 1茅泽育,董曾南,陈长植.河冰数学模拟研究综述[J].水力发电,1996,23(12):58-61. 被引量:15
  • 2魏良琰.水-沙两相流基本方程.中国水利水电工程技术进展[M].北京:海洋出版社,1999..
  • 3[1]Nezhikhovskiy R A.Coefficients of roughness of bottom surface of slush-ice cover[J].Trudy GGI, 1964(110): 54-82.
  • 4[2]Uzuner, Mhmet Secil.The composite roughness of ice covered streams[J].Journal of Hydraulic Research, I.A.H.R.,1975, 3(1):79-102.
  • 5[3]Shen H T, Yapa.Flow resistance of river ice cover[J].J.Hydraulic Engineering, ASCE, 1986,112(2):142-156.
  • 6[4]Lau Y L, Krishnappan B G.Sediment transport under ice cover[J].J.Hydr.Engrg., ASCE, 1985,11(6):934-950.
  • 7[5]Smith B, Ettema R.Ice-cover influence on flow and bedload transport in dune-bed channels[R].IIHR Rep., No.374, Iowa Inst.of Hydr.Res.University of Iowa, Iowa City, Iowa,1995.
  • 8[6]Smith B, Ettema R.Flow resistance in ice-covered alluvial channels[J].J.Hydraulic Engineering, ASCE, 1997,123(7): 592-599.
  • 9[7]Larsen, Peter A.Head loss caused by an ice cover on open channels[J].Journal of Boston Society Civil Engineers, 1969,56(1):55-67.
  • 10[8]Chee, Haggag.Flow resistance of ice-covered streams[J].Can.J.Civ.,1984(11):815-823.

共引文献68

同被引文献132

引证文献13

二级引证文献54

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部