Delayed Response of Cross Section Area to Variable Incoming Flow and Sediment at Shashi Segment of Yangtze River

ZHANG Yun-chao, LI Ling-yun, FAN Bei-lin, ZHENG Shan

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (7) : 1-5.

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Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (7) : 1-5. DOI: 10.11988/ckyyb.20150336
RIVER-LAKE SEDIMENTATION AND REGULATION

Delayed Response of Cross Section Area to Variable Incoming Flow and Sediment at Shashi Segment of Yangtze River

  • ZHANG Yun-chao1, LI Ling-yun1,2, FAN Bei-lin1,2, ZHENG Shan3
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Abstract

Analysis on the measured flow and sediment data of the middle reaches of the Yangtze River as well as the section data indicates that the adjustment of channel morphology at Shashi station is delayed to the variation of flow and sediment conditions. In order to obtain the regularity of delayed response of Shashi section, we improved the delayed response model for river evolution in the Yellow River in three aspects: 1) define the cross section area at the annual average low water level of Shashi section as the characteristic variable of the delayed response model; 2) introduce the “yearly combined flow” ;3) use the piecewise function in the iterative formula of the model. The results show that the determinant coefficient R2 of delayed response model for river evolution at Shashi section is between 0.7 and 0.8.

Key words

alluvial river / river bed evolution / variations of incoming flow and sediment / delayed response / section area / Shashi station of Yangtze River

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ZHANG Yun-chao, LI Ling-yun, FAN Bei-lin, ZHENG Shan. Delayed Response of Cross Section Area to Variable Incoming Flow and Sediment at Shashi Segment of Yangtze River[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(7): 1-5 https://doi.org/10.11988/ckyyb.20150336

References

[1] 钱 宁,张 仁,周志德. 河床演变学[M]. 北京:科学出版社, 1989.
[2] 牛 占, 田水利, 王丙轩,等. 1977—1996年黄河下游水文断面反映的河床演变[J]. 泥沙研究, 2000, (3): 21-29.
[3] 梁志勇, 杨丽丰, 冯 普. 黄河下游平滩河槽形态与水沙搭配之关系[J]. 水力发电学报, 2005, 24(6):68-71.
[4] 冯普林,梁志勇,黄金池.黄河下游河槽形态演变与水沙关系研究[J].泥沙研究, 2005,(2):66-73.
[5] 林秀芝, 田 勇, 伊晓燕,等. 渭河下游平滩流量变化对来水来沙的响应[J]. 泥沙研究,2005, (5): 1-4.
[6] 吴保生, 夏军强, 张原锋. 黄河下游平滩流量对来水来沙变化的响应[J]. 水利学报, 2007, 38(7): 886-892.
[7] 吴保生, 张原锋, 夏军强. 黄河下游高村站平滩面积变化分析[J]. 泥沙研究, 2008, (2): 34-40.
[8] XIA Jun-qiang, ZONG Quan-li. Prediction of Recent Bank Retreat Processes at Typical Sections in the Jingjiang Reach [J]. Science China, 2014, 57(8): 1482-1489.
[9] 吴保生. 冲积河流河床演变的滞后响应模型-I模型建立[J].泥沙研究,2008,(6):1-7.
[10]李凌云. 黄河平滩流量的计算方法及应用研究[D].北京:清华大学, 2010.
[11]李凌云, 吴保生, 侯素珍. 滞后响应模型在黄河内蒙古河段的应用[J].水力发电学报, 2011, 30(1):70-77.
[12]吴保生.冲积河流河床演变的滞后响应模型-Ⅰ模型应用[J]. 泥沙研究, 2008, (6): 30-37.
[13]李凌云,吴保生. 渭河下游平滩流量的预测[J].清华大学学报(自然科学版), 2010, 50(6): 852-856.
[14]廖治棋. 荆江河段平滩面积对水沙条件变化的滞后响应研究[D]. 武汉:长江科学院, 2014.
[15]谢鉴衡. 河床演变及整治[M].北京:水利水电出版社, 1990.
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