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Strategic Study of CAE >> 2014, Volume 16, Issue 8

New situations,new problems and new harnessing strategies for the lower Yellow River

1. Institute of Hydraulic Research,Yellow River Conservancy Commission,Zhengzhou 450003,China;

2. Parsons Brinckerhoff,Lawrenceville,New Jersey 08648,USA

Available online: 2014-08-13 13:46:57.000

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Abstract

The levee system of the lower Yellow River was designed based on 1000- year flood elevation prior to the construction of Xiaolangdi Reservoir,and it was super-elevated by 2.5 to 3 m for safety reason. The embankment behind the levee due to deposition was measured to be 100 m wide. After the operation of Xiaolangdi reservoir,the channel of the wide reach was scoured around 2 m,and for the narrow reach the scoured depth was more than 1 m. Under the new condition which the flood has been reduced continuously,fundamental changes have taken placed for the flood protection situation,and there is no possibility of levee breaching in the future. The reasonable control measures for the lower Yellow River were discussed in the paper. In the middle reach,improve the flood and sediment regulation system centered on Xiaolangdi Reservoir,and manage to transport more sediment by flood. In the lower reach,carry out two banks training to stabilize the main channel,form an efficient flood discharge and sediment transport corridor,control the scour to avoid over-eroding of river bed to ensure the water diversion and non-overtopping of the flood. By using this approach,the floodplain can be reasonably utilized,and many issues like river flowing transversely and diagonally can be fully resolved. The lower Yellow River will have more beneficials uses instead of posing more hazards.

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References

[ 1 ] 齐 璞,孙赞盈,齐宏海. 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.

[ 2 ] 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. link1

[ 3 ] 齐 璞,齐宏海,田世民. 2000 年以来黄河下游河道巨变与前 景展望[J]. 水利水电科技进展,2013,33(6):23-28. link1

[ 4 ] 齐 璞,姬美秀,孙赞盈. 水库泄空冲刷高含沙水流形成机理 [J]. 水利学报,2006,37(8):906-912. link1

[ 5 ] 齐 璞,曲少军,孙赞盈. 关于优化黄河调水调沙运用方式的建 议[J]. 人民黄河,2012(1):6-9.

[ 6 ] 齐 璞,孙赞盈,侯起秀,等. 黄河洪水的非恒定性对输沙及河 床冲淤的影响[J]. 水利学报,2005,36(6):637-643. link1

[ 7 ] 齐 璞,孙赞盈,齐宏海. 再论黄河下游游荡河道双向整治方案 [J]. 泥沙研究,2011(3):1-9. link1

[ 8 ] 储亚平等33位全国人大代表2011年建议(第6601号). 关于加 快黄河下游河道双岸整治形成窄深河槽、增大过洪输沙能力解 放滩区的建议[R]. 水利部水规总院水利规划与战略研究中心: 中国水情分析研究报告,2011(159).

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