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桥涵闸堰壅水计算与水面线计算公式中参数的定量 被引量:1

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作者 柴泉玺
出处 《黑龙江水利科技》 1993年第2期5-22,共18页 Heilongjiang Hydraulic Science and Technology
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  • 1陈东军,等.新疆宽浅河床、变迁性河流桥涵设计综合技术研究桥涵外业调查报告[R].乌鲁木齐:新疆交通科学研究院,2004.41—42.
  • 2Liu H K, Bradley J N, Plate E J. Backwater effects of piers and abutments [R]. Colorado State University, Boulder, Colo, 1957, Report CER57HKLIO.
  • 3Biery P F, Delleur J W. Hydraulics of single span arch bridge constructions[J]. ASCE Journal of the Hydraulics Division, 1962, 88:75 - 108.
  • 4Owen H J, Sooky A A, Husain S T, et al. Hydraulics of river flow under arch bridges[A]. J F Mclaughin. In Proceedings of the 45th Annual Road School, Purdue University, Lafayette, Ind., 30 March-2 April 1959[C] .Purdue University Engineering Extension Series No. 100, Purdue University, Lafayette, Ind. 1959.
  • 5Brown P M. Hydraulics of bridge waterways: interim report[R]. Hydraulic Research Walllngford, Wallingford, UK, Report SR 60.1985.
  • 6Brown P M. Amux at arch bridges: second interim report[R]. Hydraulic Research Wallingford, Wallingford, UK, Report SR 115. 187.
  • 7Brown P M. Afllux at arch bridges[R]. Hydraulic Research Wallingford, Wallingford, UK, Report SR 182. 1988.
  • 8Seckin G. Theoretical and experimental analysis of backwater due to different types of bridge structures on rivers[M]. Ph. D. thesis, Cukurova University, Balcah-Adana, Turkey, 2001.
  • 9Seckin G.A simple formula for estimating backwater at bridge constrictions[J].Can J Civ Eng, 2004 31.
  • 10Beffa C. Backwater computation for transcritical river flows[J]. Journal of Hydraulic Engineering, 1996, 122(12) :745 - 748.

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