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刁口河涉河工程防洪评价关键技术探讨 被引量:7

Flood Control Impact Evaluation of River-Related Project within Diaokou River
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摘要 刁口河是黄河备用入海流路。结合近年刁口河流路管理范围内拟建涉河工程的案例分析,指出进行防洪评价时,除了完成防洪评价导则规定的内容外,还应该考虑备用流路的河道地形、入海口潮位、河长等边界条件特点,从偏于安全角度选取边界条件。对壅水和冲刷计算应采用刁口河流路刚启用时的现状河道水位,但壅水计算采用平均高潮位,考虑海平面上升影响,而冲刷计算采用平均低潮位,且不考虑海平面上升。对堤顶高程和桥梁下弦高程则应采用行河末期、主槽开挖后10 000 m^3/s流量的对应水位。梁底设计标高考虑一定的超高和净空,且应不小于防洪、交通及通航要求的最大值。桥墩位置和桥孔跨度要考虑黄河流冰尺寸,以保证凌汛期安全。 Diaokou River is an alternate flow path of the Yellow River in the estuary area. Based on the case study of proposed river-related project within the management scope of Diaokou River in recent years, the flood impact assessment in this area should not only satisfy the requirements of the flood impact assessment guidelines, but also take the features of alternate flow path into consideration. The river channel terrain characteristics, terminal tidal level, river length, etc. should be analyzed accordingly. For backwater height and scouring depth calculations, the water level of current river channel at the initial operation stage should be adopted. For backwater height calculation, the average high tide level with the impact of sea level rising should also be considered, while for scouring depth calculation the average low tide level without the impact of sea level rising should be adopted. For dikes crest and bridge beam bottoms elevation, the water level corresponding to discharge 10,000 m^3/s at the final operation stage with newly excavated mainstream section should be used. Meanwhile, a freeboard and headroom should be included to satisfy all the requirements of flood control, transport and navigation in the determination of bridge beam bottoms elevation. In addition, the impact of ice size on hole-span layout should be considered to ensure the project safety.
作者 刘娟 钱裕 陈雄波 LIU Juan;QIAN Yu;CHEN Xiongbo(Yellow River Engineering Consulting Co.,Ltd.,Zhengzhou 450003,China)
出处 《人民黄河》 CAS 北大核心 2020年第6期37-41,共5页 Yellow River
基金 国家重点研发计划项目(2017YFC0405506)。
关键词 刁口河 涉河工程 防洪评价 关键技术 黄河河口 Diaokou River river-related project flood impact assessment key technology Yellow River estuary
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  • 1程义吉.黄河口入海流路摆动改道与治理稳定[J].中国水利,2007(1):43-45. 被引量:5
  • 2尹学良.稳定黄河口在清水沟及其以南四十到五十年的研究[R].北京:中国水利水电科学研究院,1986. 被引量:2
  • 3黄委会勘测规划设计有限公司.黄河河口综合治理规划(征求意见稿)[R].2008. 被引量:1
  • 4王恺忱,王开荣.黄河口未来流路安排对三角洲开发的影响[R].1995. 被引量:1
  • 5王恺忱.黄河河口的演变与治理[M].郑州:黄河水利出版社,2008. 被引量:1
  • 6中国水利学会,等.黄河河口问题及治理对策研讨会论文集[M].郑州:黄河水利出版社.2003. 被引量:1
  • 7陆检益,温善章,等.黄河口小水分流工程措施研究[R].1986. 被引量:1
  • 8王春华,李士国,等.黄河故道刁口河流路过洪能力分析[R].2007. 被引量:1
  • 9胡春宏,安催花,陈建国,等.黄河泥沙优化配置[M].北京:科学出版社,2012. 被引量:3
  • 10水利部黄河水利委员会.黄河河口综合治理规划[R].郑州:黄河水利委员会,2011. 被引量:1

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