对口丁坝双岸整治对黄河下游河道冲淤的影响
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摘要
选取低含沙水沙系列、枯水多沙水沙系列以及规划设计的未来50 a水沙系列,利用黄河下游一维水沙数学模型,模拟计算了对口丁坝双岸治理方案下黄河下游河道在3种水沙系列条件下的冲淤状况。结果表明,游荡性河段采用对口丁坝方案整治后,输沙能力得到了提高,该河段多输送的泥沙一半以上输送到利津以下,其余部分淤积在高村—利津河段,其中淤积以高村—艾山河段为主,艾山—利津河段的冲淤情况与现状相比变化不大。
The governance strategies and regulation measures for the Yellow River have always been discussed for generations. In recent years,some researchers suggested controlling the wandering reach with the counterpart spur dikes in the Lower Yellow River to increase the sediment transport capacity. To study the effects of the counterpart spur dikes,three different kinds of runoff and sediment series were selected. The erosion and deposition situation in the Lower Yellow River was simulated by a 1-D numerical model. The results indicate that the sediment transport capacity of the wandering reach can be increased under the remediation of counterpart spur dikes. More than a half of the extra sediment from the wandering reach is transported to the downstream reach of Lijin station. The rest deposits between Gaocun and Lijin station,especially in the reach from Gaocun to Aishan station. The erosion and deposition situation between Aishan and Lijin station varies little before and after the construction of counterpart spur dikes.
The governance strategies and regulation measures for the Yellow River have always been discussed for generations. In recent years,some researchers suggested controlling the wandering reach with the counterpart spur dikes in the Lower Yellow River to increase the sediment transport capacity. To study the effects of the counterpart spur dikes,three different kinds of runoff and sediment series were selected. The erosion and deposition situation in the Lower Yellow River was simulated by a 1-D numerical model. The results indicate that the sediment transport capacity of the wandering reach can be increased under the remediation of counterpart spur dikes. More than a half of the extra sediment from the wandering reach is transported to the downstream reach of Lijin station. The rest deposits between Gaocun and Lijin station,especially in the reach from Gaocun to Aishan station. The erosion and deposition situation between Aishan and Lijin station varies little before and after the construction of counterpart spur dikes.
引文
[1]宾光楣,王震宇,周景芍,等.黄河下游河道整治[J].泥沙研究,1988(4):83-90.(BIN Guangmei,WANG Zhengyu,ZHOU Jingshao,et al.Regulation of the Lower Yellow River[J].Journal of Sediment Research,1988(4):83-90.(in Chinese))
[2]钱宁.高含沙水流运动[M].北京:清华大学出版社,1989.
[3]王万忠,焦菊英.黄土高原降雨侵蚀产沙与黄河输沙[M].北京:科学出版社,1996.
[4]MEYBECK M.Total mineral dissolved transport by world major rivers:transport en sels dissous des plus grands fleuves mondiaux[J].Hydrological Sciences Bulletin,1976(2):265-284.
[5]胡一三.黄河下游河道整治的必要性[J].水利规划与设计,2010(1):1-4.(HU Yisan.The necessity of river regulation in the lower reaches of the Yellow River[J].Water Resources Planning and Design,2010(1):1-4.(in Chinese))
[6]史红玲,胡春宏,王延贵,等.黄河流域水沙变化趋势分析及原因探讨[J].人民黄河,2014(4):1-5.(SHI Hongling,HU Chunhong,WANG Yangui,et al.Analysis on variation trends of runoff and sediment of the Yellow River Basin and reasons discussion[J].Yellow River,2014(4):1-5.(in Chinese))
[7]端木礼明,符建铭,李永强.新形势下黄河下游游荡型河段的河道整治方案[J].人民黄河,2016(10):56-59.(DUANMU Liming,FU Jianming,LI Yongqiang.Regulation schemes for Lower Yellow River wandering reaches in the new situation[J].Yellow River,2016(10):56-59.(in Chinese))
[8]齐璞,江恩惠,王开荣,等.关于利用对口丁坝整治游荡性河道的研究[J].治黄科技信息,2000(6):1-3.(QI Pu,JIANG Enhui,WANG Kairong,et al.A study on the use of spur dikes to control wandering rivers[J].Zhihuang Kejixinxi,2000(6):1-3.(in Chinese))
[9]齐璞,曹文中,王基柱.关于阿姆河下游对口丁坝的考察与建议[J].治黄科技信息,2001(3):25-29.(QI Pu,CHAO Wenzhong,WANG Jizhu.Investigation and suggestion on the downstream dike amu counterpart[J].Zhihuang Kejixinxi,2001(3):25-29.(in Chinese))
[10]齐璞,孙赞盈,齐宏海.再论黄河下游游荡性河道双向整治方案[J].泥沙研究,2011(3):4-12.(QI Pu,SUN Zanying,QI Honghai.Research on two-bank training strategy for wandering channels of Lower Yellow River[J].Journal of Sediment Research,2011(3):4-12.(in Chinese))
[11]于守兵.黄河下游游荡性河道双岸整治面临的问题[J].水利水电科技进展,2016,36(5):81-86.(YU Shoubing.Problems regarding two-bank regulation of the wandering lower Yellow River[J].Advances in Science and Technology of Water Resources,2016,36(5):81-86.(in Chinese))
[12]齐璞,余欣,孙赞盈,等.黄河高含沙水流的高效输沙特性形成机理(黄河下游河道存在巨大的输沙潜力)[J].泥沙研究,2008(4):74-81.(QI Pu,YU Xin,SUN Zanying,et al.Efficient sediment transport theory of the hyperconcentrated flow in the lower Yellow River[J].Journal of Sediment Research,2008(4):74-81.(in Chinese))
[13]齐璞,齐宏海,孙赞盈.黄河下游泄洪输沙潜力和高效排洪通道构建[M].郑州:黄河水利出版社,2010.
[14]SUN Zanying,WANG Wanzhan,LI Yong,et al.Through narrow channel regulation,can the lower reaches of the Yellow River nolonger silted up or even washed?[J].Journal of Geographical Sciences.2016(9):1337-1348.
[15]薛松贵.黄河流域水资源综合规划概要[J].中国水利,2011(23):108-111.(XUE Songgui.Summary of water resources comprehensive planning of the Yellow River Basin[J].China Water Resources,2011(23):108-111.(in Chinese))
[2]钱宁.高含沙水流运动[M].北京:清华大学出版社,1989.
[3]王万忠,焦菊英.黄土高原降雨侵蚀产沙与黄河输沙[M].北京:科学出版社,1996.
[4]MEYBECK M.Total mineral dissolved transport by world major rivers:transport en sels dissous des plus grands fleuves mondiaux[J].Hydrological Sciences Bulletin,1976(2):265-284.
[5]胡一三.黄河下游河道整治的必要性[J].水利规划与设计,2010(1):1-4.(HU Yisan.The necessity of river regulation in the lower reaches of the Yellow River[J].Water Resources Planning and Design,2010(1):1-4.(in Chinese))
[6]史红玲,胡春宏,王延贵,等.黄河流域水沙变化趋势分析及原因探讨[J].人民黄河,2014(4):1-5.(SHI Hongling,HU Chunhong,WANG Yangui,et al.Analysis on variation trends of runoff and sediment of the Yellow River Basin and reasons discussion[J].Yellow River,2014(4):1-5.(in Chinese))
[7]端木礼明,符建铭,李永强.新形势下黄河下游游荡型河段的河道整治方案[J].人民黄河,2016(10):56-59.(DUANMU Liming,FU Jianming,LI Yongqiang.Regulation schemes for Lower Yellow River wandering reaches in the new situation[J].Yellow River,2016(10):56-59.(in Chinese))
[8]齐璞,江恩惠,王开荣,等.关于利用对口丁坝整治游荡性河道的研究[J].治黄科技信息,2000(6):1-3.(QI Pu,JIANG Enhui,WANG Kairong,et al.A study on the use of spur dikes to control wandering rivers[J].Zhihuang Kejixinxi,2000(6):1-3.(in Chinese))
[9]齐璞,曹文中,王基柱.关于阿姆河下游对口丁坝的考察与建议[J].治黄科技信息,2001(3):25-29.(QI Pu,CHAO Wenzhong,WANG Jizhu.Investigation and suggestion on the downstream dike amu counterpart[J].Zhihuang Kejixinxi,2001(3):25-29.(in Chinese))
[10]齐璞,孙赞盈,齐宏海.再论黄河下游游荡性河道双向整治方案[J].泥沙研究,2011(3):4-12.(QI Pu,SUN Zanying,QI Honghai.Research on two-bank training strategy for wandering channels of Lower Yellow River[J].Journal of Sediment Research,2011(3):4-12.(in Chinese))
[11]于守兵.黄河下游游荡性河道双岸整治面临的问题[J].水利水电科技进展,2016,36(5):81-86.(YU Shoubing.Problems regarding two-bank regulation of the wandering lower Yellow River[J].Advances in Science and Technology of Water Resources,2016,36(5):81-86.(in Chinese))
[12]齐璞,余欣,孙赞盈,等.黄河高含沙水流的高效输沙特性形成机理(黄河下游河道存在巨大的输沙潜力)[J].泥沙研究,2008(4):74-81.(QI Pu,YU Xin,SUN Zanying,et al.Efficient sediment transport theory of the hyperconcentrated flow in the lower Yellow River[J].Journal of Sediment Research,2008(4):74-81.(in Chinese))
[13]齐璞,齐宏海,孙赞盈.黄河下游泄洪输沙潜力和高效排洪通道构建[M].郑州:黄河水利出版社,2010.
[14]SUN Zanying,WANG Wanzhan,LI Yong,et al.Through narrow channel regulation,can the lower reaches of the Yellow River nolonger silted up or even washed?[J].Journal of Geographical Sciences.2016(9):1337-1348.
[15]薛松贵.黄河流域水资源综合规划概要[J].中国水利,2011(23):108-111.(XUE Songgui.Summary of water resources comprehensive planning of the Yellow River Basin[J].China Water Resources,2011(23):108-111.(in Chinese))