On the siltation of the middle Yangtze River     

YIN Hongfu  CHEN Guojin  LI Chang抋n & WEI Yuan . School of Earth Sciences  China University of Geosciences  Wuhan  China  . Hydrogeological Team  Hubei Bureau of Geology  Mineral Resources  Jingzhou  China  . Geological Survey of Jiangxi Province  Nanchang  China 《中国科学D辑(英文版)》2004,47(5)

1 Origin, process and method of the research Silt deposition created the fertile Dongting and Jianghan Plains of the middle Yangtze drainage, but has become a main cause of the deteriorating flooding along the middle Yangtze. The history of flood and waterlog of the Yangtze River in last century, esp. the disastrous 1998 flood, has proved that the key to the Yangtze flood control is its middle reach, especially the Jingjiang Segment. To study the silt deposition of the middle Yangtze and …  相似文献   

江苏中部黄海岸带侵、淤与防护     

陈希祥  王祥  董洪信 《地质灾害与环境保护》2006,17(3):17-21,25

以实地调研资料为依据,对苏中黄海岸带的侵蚀、淤积作出系统分析。将苏中岸段分为北侵蚀、南淤积两大段,射阳河口以北的面大套河口为侵、淤转换中介点。作者从地貌形态、地层岩性(结构构造为主)、入海河口与风浪组合的水动力条件着眼,对侵、淤形成机制作了简要分析,并对发展趋势作出了概略预测,最后针对岸带侵、淤特点,提出岸带保护措施及滩涂资源开发利用方向。本文可供海岸滩涂资源开发利用规划及地质灾害防治参考利用。  相似文献   

塔里木河现代河道冲淤变化的探讨   总被引：3，自引：3，他引：3  

冯起  陈广庭 《中国沙漠》1997,17(1):38-43

通过对现代塔里木河干流河道大断面的泥沙堆积情况、河道的基本特征和上游来水来沙条件的研究，认为塔里木河河道冲淤较大，主槽摆动频繁；涨水时低滩地淤积，落水时冲刷；每经一个汛期，滩面有所抬高；长时期内滩槽相对高差变化不大；河道淤积量大小主要取决于上游来沙、来水量，尤其是汛期水沙量对河道变迁的意义重大  相似文献   

Porosity and size gradation of saturated gravel with percolated fines          下载免费PDF全文

Francisco Núñez‐González  Juan Pedro Martín‐Vide  Maarten G. Kleinhans 《Sedimentology》2016,63(5):1209-1232

Fine particles may infiltrate through coarse alluvial beds and eventually saturate the subsurface pore space. It is essential to understand the conditions that lead to bed saturation, and to forecast the packing characteristics of saturated beds to assess the effect of excess fine sediment supply on a number of processes that occur in the stream–sediment boundary. To address this problem, in this study, a new method is introduced to predict the grain‐size distribution for the saturated condition, and the resulting porosity decrease, given the characteristics of the bed and the supplied sediments. The new method consists of the numerical aggregation of infilling fines in a finite bed volume, during which the bed properties change to affect further infilling. An existing semi‐empirical, particle packing model is implemented to identify these properties. It is shown that these types of models are adequate to describe regimes of natural sediment fabric quantitatively, and are thus useful tools in the analysis of sediment infiltration processes. Unlike previous developments to quantify saturated bed conditions, which assume that the supplied material is uniform and finer than the bed pore openings, the method developed herein considers poorly sorted fines, and can identify size fractions that are able to ingress into the bed due to being smaller than the particles that form the bed structure. Application of the new method to published experimental data showed that the final content of infiltrated fines is strongly sensitive to the initial bed packing density, highlighting the need to measure and understand open‐work gravel deposits. In addition, the new method was shown to be suitable for assessing the degree of bed saturation, when it was applied to a published data set of field samples.  相似文献   

莱州湾东部外航道回淤预测及影响因素     

朱龙海  徐永臣  王楠  胡日军  姜胜辉  张伟 《海洋科学》2015,39(6):72-80

为探讨外航道回淤特征,采用二维波浪潮流泥沙数学模型,模拟研究了莱州湾东部航道回淤情况并探讨了其影响因素,以期对航道泥沙输运研究提供借鉴。研究表明,正常天气下,水流跨越航道,流速减小、挟沙能力下降导致的悬沙落淤是航道淤积的主要原因,但淤积量有限。大风浪是造成航道淤积的主要动力因素,其淤积泥沙主要来源于海底侵蚀来沙,河流来沙和沿岸输沙对航道淤积的贡献不大。从水深地形、泥沙来源、底质类型、水文动力条件等方面分析,航道发生骤淤的可能性较小。  相似文献   

曹妃甸粉沙质海岸围垦后港内泥沙研究     

龚政  张长宽  陶建峰  张峙经 《海洋工程》2012,30(1):112-118

粉沙质海岸离岸围垦后港内淤积引人关注。基于平面二维潮流数学模型,采用网格嵌套技术,模拟了渤海、曹妃甸海域潮流场;该海域泥沙为粘性沙,且围垦后港内流速很小,采用悬沙运动数学模型模拟了潮流和波浪作用下正常天气和大风天的含沙量场,分析了大风后含沙量衰减过程,计算了正常天气年淤积强度和大风天泥沙淤积厚度。计算表明,外海泥沙主要通过甸头东侧老龙沟进入港池水域。正常天气下,港内流速小,基本处于淤积环境,但由于外海含沙量小,港池水域年淤积厚度小于10 cm。大风浪作用下,曹妃甸海域含沙量明显增大,由老龙沟进入三港池的泥沙沿程落淤,港内普遍淤积,泥沙淤积厚度在5 cm以内。  相似文献   

瓯江河口浅滩促淤估算分析   总被引：9，自引：0，他引：9  

徐群  张继昌王俊黄哲浩  郑敬云 《海洋工程》2005,23(3):39-44

建立瓯江河口变态物理模型,进行浅滩围涂工程促淤方案的清水试验研究,分析了瓯江口水沙特征值,提出适合该河口的淤积厚度估算方法。  相似文献   

粉沙质海岸泥沙运动和淤积分析计算   总被引：15，自引：1，他引：14  

曹祖德焦桂英  赵冲久 《海洋工程》2004,22(1):59-65

介绍了粉沙质海岸的泥沙运动特点,通过理论分析和水槽试验揭示出粉沙质海岸的泥沙淤积物中悬移质和推移质的比例,并提出粉沙质海岸淤积计算的方法。  相似文献   

感潮河段船闸下引航道水沙运动及泥沙淤积   总被引：5，自引：1，他引：4  

杨红  张幸农 《海洋工程》2004,22(4):86-94

通过建立一维非恒定水流泥沙数学模型,对规则断面引航道中的水流泥沙运动规律及淤积特性进行了数值模拟计算,并对影响感潮河段船闸下泥沙淤积的各种因素(如干支流水位差、开通闸水头差、主流潮差等)进行了深入分析和研究。研究结果可为有关工程设计及运行管理提供参考。  相似文献   

Interactions between diatoms and fine sediment          下载免费PDF全文

J. I. Jones  C. P. Duerdoth  A. L. Collins  P. S. Naden  D. A. Sear 《水文研究》2014,28(3):1226-1237

Excessive mobilization and delivery of fine sediments to water bodies has detrimental impacts on those biotic elements used for waterbody status classification, including macroinvertebrates, fish and macrophytes. The relationship between fine sediment and diatoms is a reciprocal one, with diatoms influencing the production and retention of fine sediments, as well as being impacted by fine sediment derived from the catchment. Diatoms can increase the retention of fine sediments in benthic environments as a result of various mechanisms, including shear stress modification, surface adhesion and bed clogging. Enhanced retention of fines can have important implications for the transfer and fate of sediment‐associated nutrients and contaminants. Excessive fine sediment loadings impact diatom assemblages via shading, burial and scouring. Indirect impacts of increased fine sediment stress can result from changes in habitat availability, herbivory or predator changes, which cascade down the food chain. Indices based on the relative abundance of motile species have been proposed for using diatoms to assess waterbody status. However, disentangling the potential confounding impacts of alternative environmental stressors on these simplistic indices remains a significant challenge. Coupling sediment pressure models, capable of predicting the potential impact of mitigation, with meaningful diatom‐based indices, remains a challenge for catchment planning for sediment abatement and the attainment of improved, or protection of, ecological status. Existing targets for sediment management in river catchments are largely based on relationships between sediment stress and impacts on fish, but these thresholds have been widely criticized. There remains a need to develop generic modelling toolkits coupling sediment stress and impacts on a range of biological quality elements to support a weight‐of‐evidence approach. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献