| 分汊河流江心洲洲头冲淤概化模型 |
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| 引用本文： | 李志威,李艳富,王兆印,胡世雄.分汊河流江心洲洲头冲淤概化模型[J].水科学进展,2016,27(1):1-10. |
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| 作者姓名： | 李志威 李艳富 王兆印 胡世雄 |
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| 作者单位： | 1.长沙理工大学水利工程学院, 湖南 长沙 410004; |
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| 基金项目： | 国家自然科学基金资助项目(91547112);水利部公益性行业科研专项经费资助项目(201401063) |
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| 摘 要： | 分汊河流的江心洲洲头是分汊河段分水分沙和泥沙冲淤的动态区域,其冲淤过程受来水来沙和地形条件变化呈现冲淤交替。通过几何概化洲头的浅滩逆坡和侧向顺坡,考虑逆坡促淤和顺坡分沙作用,建立洲头浅滩的推移质冲淤的概化模型,推导洲头由淤积转向冲刷的临界流量表达式。上游来流量增加,洲头淤积速率先增加到最大值后逐渐减少,直至达到临界流量,再转向冲刷。洲头淤积速率与上游水面纵比降和床沙粒径成正比,与浅滩逆坡、侧向水面比降与顺坡成反比。若其他条件相同,洲头浅滩形状越不对称和上游来沙量越小,越有利于冲刷。模型预测武汉河段天兴洲的临界流量范围与水文观测值较为接近,对其出现超过某个大临界流量仍出现淤积的特殊性,给出的新解释是天兴洲洲头的整治工程使得在大流量条件下洲头抵抗冲刷和阻挡作用促进泥沙淤积。
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| 关 键 词： | 分汊河流 江心洲 淤积 冲刷 概化模型 临界流量 |
| 收稿时间： | 2015-08-05 |
A conceptual model of deposition and erosion of mid-channel bar head zone in anabranching river |
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| LI Zhiwei,LI Yanfu,WANG Zhaoyin,HU Shixiong.A conceptual model of deposition and erosion of mid-channel bar head zone in anabranching river[J].Advances in Water Science,2016,27(1):1-10. |
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| Authors: | LI Zhiwei LI Yanfu WANG Zhaoyin HU Shixiong |
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| Institution: | 1.School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410004, China;2.State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China;3.Nanjing Hydraulic Research Institute, Nanjing 210029, China |
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| Abstract: | Head zone of mid-channel bar is a dynamic shoal of water-sediment diversion and alternative erosion-deposition in anabranching river. Erosion-deposition process in bar head relates to water-sediment supply and local topographic condition. Through the geometric generalization of the mid-channel bar head(i.e. longitudinal upslope and lateral downslope), a conceptual model of bedload transport on the bar head is derived using the concept of upslope facilitating deposition and lateral downslope dividing sediment, meanwhile to obtain a critical discharge formula of the erosion-deposition transition. Along with increasing upstream discharge, the deposition rate in bar head increases first up to the maximum value and then gradually decreases, until approaching the critical discharge, and eventually occurring erosion. The deposition rate in the bar head is proportional to the longitudinal channel gradient and bed sediment diameter, inversely proportional to lateral gradient, upslope and downslope. If other conditions are the same, the shape of bar head is more asymmetric with smaller sediment load supply, more beneficial to the erosion. The critical discharge in the Tianxingzhou Island head of Wuhan reach in the middle Yangtze River predicted by this model is roughly in agreement with the hydrological observation. Nevertheless, the Tianxingzhou Island head still occurs to the deposition when the flood discharge surpasses the critical discharge. To this particularity, this study presents a new explanation that the regulation project(i.e. revetment) in the Tianxingzhou Island head plays a pivotal role on resisting the erosion and facilitating the sedimentation in the higher discharge condition. |
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| Keywords: | anabranching river mid-channel bar deposition erosion conceptual model critical discharge |
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