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1.
T. K. S. Abam 《Environmental Geology》1997,31(3-4):211-220
The recession of alluvial channel banks occurs as a sequence of mass movements or by gradual dissolution of bank materials.
Criteria for recognizing and interpreting bank recessions due to mass movement and/or erosion are presented. Using back analysis
technique, slope development processes are reconstructed as a sequence of bank failure episodes and erosional events. Various
mechanisms of mass bank failure and recession as well as causative agents have been identified and analyzed. A deterministic
sensitivity technique based on partial differentiation can be used for evaluating the contribution of factors to bank recession
and as a basis for selecting bank erosion remedial measures.
Received: 15 September 1995 · Accepted: 23 January 1996 相似文献
2.
Bank failure and erosion on the Ohio river 总被引：1，自引：0，他引：1
River bank erosion has benn the focus of recent concern surrounding construction and operation of navigation dams along the Ohio River. Such factors as navigation pool levels, pool fluctuations, and towboat traffic have been alleged to be the cause of severe erosion of Ohio River banks. In this paper available information on Ohio River bank erosion is examined from an historical perspective and from the perspective of recent comprehensive investigations. Historical illustrations, photographs, and published reports indicate a history of significant bank erosion for more than 150 years on the Ohio River. Results of field bank condition reconnaissance studies suggest that construction of navigation dams on the Ohio River has not significantly accelerated or intensified bank erosion. Analysis of erosional mechanisms indicates that bank failure and erosion on the Ohio River are complex and episodic phenomena; however, the principal erosional mechanisms appear to be bank material removal by current tractive forces during flood events and internal erosion of bank materials by bank discharge following floods. It is concluded that waves generated by tow and recreational vessels have little impact on bank stability, but land use changes may affect slope stability and bank erosion. 相似文献
3.
P. Kotoky M. K. Dutta R. Goswami G. C. Borah 《Journal of the Geological Society of India》2011,78(2):175-183
The bank sediments along the extremely meandered Dhansiri River channel, a south bank tributary of the mighty Brahmaputra
River, with erosion potentiality have been investigated to evaluate its certain geotechnical characteristics. The study has
shown that the bank sediments are basically composed of CL and ML types of soil. These types of sediments are very much prone
to liquefaction which in turn related to erosion susceptibility. The bank stability analysis has differentiated the studied
stretch into unstable, at risk and stable zones. Most of the erosion affected zones along the channel reach under study are
located within the unstable or at risk zones. The field study around Butalikhowa, Barguriagaon, Golaghat and Duchmuagaon areas
along the channel with active erosion activity has supported our contention and practical utility of the present study. It
is expected that such type of study will help in providing certain inevitable baseline information for various channel management
practices for this extremely flood prone areas of Northeast India. 相似文献
4.
Coastal and bank erosion along the St. Lawrence River Waterway in Quebec, Canada, represents a hazard to local communities
living along the river banks, as well as to the local fauna habitat. The purpose of this study is to assess the potential
impact of the waves generated by long containerships on riverbank erosion and recession at critical sites along the St. Lawrence
River Waterway, which have already experienced significant damage. A field study was carried out to investigate the ship-generated
hydrodynamics and the various driving mechanisms of the erosion process induced by ship waves. The field measurements provided
an assessment of the influence of the length of large vessels by comparing the characteristics of the hydrodynamics fields
induced by the passage of two containerships of different lengths. The potential for bank erosion and recession is assessed
in terms of the wake erosive energy incident to the shoreline. The field data are compared against analytical results predicted
by an empirical model, as well as against a ship-generated hydrodynamics model. Several numerical simulations for quantifying
the ship’s drawdown and its effects are also presented. 相似文献
5.
The present work deals with meandering and bank erosion of the River Nile of Egypt and its environmental impact between Sohag and El-Minia, Egypt. The study depends on using Landsat imagery acquired on 1987–2000 and field observations. Field observations, remote sensing, and GIS analysis and sinuosity index were used in this study to investigate river meandering and the associated processes of erosion of river bank and islands, deposition of sediments and formation of new islands. The analysis of Landsat imagery revealed the migration of river course with time and space. Some islands disappear completely in the study area whereas new islands appear in other places. The lateral erosion on the river banks led to a decrease in agricultural lands bordering the river banks and decrease in the areas of the river islands which in turn reduces the agricultural production. Depositional processes create new floodplains on the convex sides of the river course and new islands and sand bars. Protection methods are recommended to protect the river bank from further movement and erosion. The present conditions of river meandering and the associated processes of erosion and deposition accelerated with human activities have its impact on the environment. The most prominent hazard problem is reduction of agricultural lands and loss of property as well as navigation problems. River control is recommended to weaken the secondary currents created by the river bends. It is recommended to regularly monitor the river banks and islands and measure the rates of erosion and deposition. Sand bars and subsurface islands should be monitored and identified with flash lights to mitigate navigation problems. 相似文献
6.
小浪底水库运行后,黄河下游游荡段河床冲刷剧烈,滩岸崩退过程较为显著。估算典型断面的滩岸崩退过程,不仅有助于全面掌握该河段的河床演变规律,同时也能为河道整治及规划等提供相关参数。以1999—2013年游荡段典型断面(水文断面及淤积断面)汛后实测地形资料为基础,确定了这些断面平滩河宽的调整过程,发现多年平均崩退速率最大达215 m/a;分析了影响滩岸崩退过程的不同因素,发现滩岸土体组成及力学特性、滩槽高差等因素虽对崩退过程有一定影响,但来水来沙条件是主要影响因素;分别建立了游荡段水文断面及淤积断面滩岸累计崩退宽度与前期5年平均汛期水流冲刷强度之间的经验关系,相关系数都在0.85以上。公式计算值与实测值吻合较好,可用来估算游荡段典型断面滩岸的崩退过程。 相似文献
7.
V. J. J. Janes A. P. Nicholas A. L. Collins T. A. Quine 《Environmental Earth Sciences》2017,76(7):307
Channel bank erosion processes are controlled by numerous factors and as such are both temporally and spatially variable. The significance of channel bank erosion to the sediment budget is difficult to quantify without extensive fieldwork/data analysis. In this study, the importance of key physical factors controlling channel bank erosion, including channel slope, upstream catchment area, channel confinement, and sinuosity, was explored using regression analysis. The resulting analysis can be used in practical studies to provide a first approximation of bank erosion rates (in catchments similar to those investigated). A data set of channel bank erosion rates covering eight contrasting river catchments across England and Wales, over a time period of up to 150 years, was created using a modified GIS methodology. The best predictors were found to be upstream area, channel confinement, and sinuosity with respect to dimensionless width-averaged retreat rates (m m?1 yr?1). Notwithstanding these relationships, the results highlight the variability of the magnitude of sediment production by channel bank erosion both within and between catchments. 相似文献
8.
非均质岸滩广泛分布于冲积河流中,其侧蚀过程沿垂向具有分层特点。基于全三维水沙模型及河岸侧蚀坍塌力学模式,提出动态网格跟踪技术,构建了非均质岸滩侧蚀沿垂向差异的三维动力学模拟方法。以连续弯道概化水槽为例,模拟分析了非均质河岸侧蚀过程中三维水流结构的响应特征。研究结果表明:坡脚冲刷后,底部主流向凹岸偏移,在已有弯道环流的基础上,于坡脚处出现一反向次生流;上部粘性土层坍塌后,崩塌土体堆积于坡脚处,上部主流明显左偏,下部次生流消失;随着坡脚堆积体的冲刷搬运,下部主流进一步向凹岸偏移;如此循环,主流不断向凹岸偏移,致使岸坡持续崩退、河道摆动。 相似文献
9.
Review of River Bank Erosion Research 总被引：1，自引：0，他引：1
Riverbank erosion is a critical style of lateral channel change. It threatens the arable land, ecological environment, as well as the people’s lives and properties along the river. Through review on the research process of riverbank erosion globally, four aspects were classified and described: ①Riverbank erosion processes and mechanisms. The occurence and development of riverbank erosion is quite complicated, composed by multiple processes, which are hard to separate with each other. Therefore, the scholars have proposed a lot of theories to describe the processes. Among the theories, “Riverbank Stability Theory” has been widely recognized and developed. ②Factors of riverbank erosion. The key factors that affect riverbank erosion include hydrology conditions of the river, soil properties, geomorphology, vegetation of the river bank and meteorology. However, it should be noted that the importance of different factors in the collapse process is not equivalent and effects of the same factor on different rivers are various. ③Riverbank erosion estimation. With the tremendous improvement of quantification recently, time interval of erosion measurement is shortening continuously, while spatial scale is larger and larger. At the same time, resolution is becoming increasingly high. Erosion pin was commonly used in early studies because of its easy use and low cost, whereas remote sensing and digital photogrammetry have more advantages in modern measurement. ④Modeling of riverbank erosion. At present, the models are mainly based on the fundamental theories of hydraulics and soil mechanics, to study river bank stability. According to the review of the four aspects above, problems of recent researches and prospects of possible development in the future were discussed. The researchers should pay much attention to temporal spatial distribution of riverbank erosion first before further research. The study would be greatly helpful to the researchers for the specific river reach when choosing the proper theories as well as technologies for measurement and quantification, study the riverbank erosion through both macroscopic and microscopic views, and predict the erosion for management purpose. 相似文献
10.
沟岸被侧蚀掉的松散物质会通过动量交换将能量传递给龙头,从而影响泥石流的形成和运动过程。前人建立了许多模型来研究泥石流的侵蚀过程对泥石流形成和运动过程的影响,但是模型中大多以底蚀作用为前提条件。通过侧蚀模型和底蚀模型两种水槽实验的对比,针对泥石流的形成和运动过程展开研究。实验发现侧蚀作用更有利于泥石流的形成和运动,泥石流的龙头高度和速度都有波动特征,但侧蚀作用使得这种波动特征更加明显。侧蚀作用使得泥石流的龙身速度更快于龙头速度,龙身颗粒源源不断地堆积于龙头,使得龙头有较大的高度和附加坡降,因此,侧蚀条件下龙头的速度更快。 相似文献
11.
季节性冰冻河流（季冻区河流）受水动力-冻胀/冻融耦合作用,岸滩崩塌机理复杂,且对河道演变具有重要影响。通过建立水动力-冻胀/冻融耦合作用岸滩崩塌力学模式,以中国东北地区松花江干流大顶子山航电枢纽下游近坝段为例,开展季冻区河流岸滩崩塌及河道演变的三维数值模拟分析。研究结果表明:岸滩坡脚侧蚀主要由水力冲刷所控制,冻胀作用使岸滩开裂深度增加,冻融过程则会使岸坡土体力学强度降低,影响岸滩稳定;岸滩崩塌对季冻区天然河流演变具有显著影响,考虑岸滩崩塌的模拟结果与天然实测结果基本吻合,可较好地模拟河床冲淤、岸滩崩塌所引起的河道演变过程。研究成果可为季冻区河流岸滩崩塌及河道演变的深入研究提供技术支撑。 相似文献
12.
通过黄河上游沙漠宽谷河段现场考察及实测资料分析,依据河岸物质来源及组成将黄河上游崩塌河岸划分为粘性河岸及非粘性风沙堆积河岸两大类,前者可分为平面崩塌、弧形滑动崩塌和复合式崩塌3种类型,后者表现出非粘性河岸的表层滑移及平面崩塌两种形式。进一步以磴口、乌海河段为例,分析粘性河岸和风沙堆积河岸的塌岸特征,并结合近10年的遥感影像解译分析河岸线崩退变化规律,揭示塌岸引起河道横向变化特征。结果表明粘性河段的塌岸后退距离大于风沙堆积河段,局部河段短期出现凹退凸淤的动态岸线变化特点,但全河段长期仍然处于总体淤积的态势。 相似文献
13.
Soil exploration, collection of hydrologic and meteorologic data, and sequential comparative photography were used to investigate erosion/deposition on alluvial banks of an island in the Ohio River from April 1980 through April 1982. Major erosion episodes coincided with flood events and were caused primarily by exit of bank recharge waters from pervious bank soil layers after flood recession. Waves created by wind and/or vessel passage were of little significance in causing bank failure. Floodwater tractive forces, runout of precipitation-derived waters, and wave action were effective only in removing soft sediments or loose debris from upper bank failures. Sediments deposited by spring floods, if allowed to dry for two to three months, strongly resisted subsequent wave attack. 相似文献
14.
A Comparison of Fluvial Sediment Phosphorus (P) Chemistry in Relation to Location and Potential to Influence Stream P Concentrations 总被引：3，自引：0，他引：3
Fluvial sediments are subject to cyclic submersion during changes in stream flow, which can affect their phosphorus (P) sorptive capacity. As fluvial sediments play a major role in determining P concentrations in stream flow, we compared the P chemistry of exposed stream bank and submerged bed sediments from an agricultural catchment in central Pennsylvania, USA. Total P concentration was greater in bank (417 mg kg-1) than bed sediments (281 mg kg-1), but because bed sediments contained more sand-sized material, they could release more P and support a higher solution P concentration (0.043 mg l-1) than bank sediments (0.020 mg l-1). Phosphorus release was a function of Mehlich-3 soluble Fe in stream sediments (r > 0.65), reflecting redox processes in the fluvial system. In contrast, P sorption maxima of bank and bed sediments were related to Mehlich-3 soluble Al (r > 0.78) and organic matter concentration (r > 0.79). Overall, our research suggested that erosion of bank sediments should contribute less P and may be a sink for P in the stream system compared with resuspension of bed sediment. However, bank sediments may have the potential to be a large source of P in downstream reservoirs or lakes, where increased microbial activity and reducing conditions may solubilise sediment-bound P. 相似文献
15.
Beach erosion under rising sea‐level modulated by coastal geomorphology and sediment availability on carbonate reef‐fringed island coasts 
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下载免费PDF全文 Bradley M. Romine Charles H. Fletcher L. Neil Frazer Tiffany R. Anderson 《Sedimentology》2016,63(5):1321-1332
This study addresses gaps in understanding the relative roles of sea‐level change, coastal geomorphology and sediment availability in driving beach erosion at the scale of individual beaches. Patterns of historical shoreline change are examined for spatial relationships to geomorphology and for temporal relationships to late‐Holocene and modern sea‐level change. The study area shoreline on the north‐east coast of Oahu, Hawaii, is characterized by a series of kilometre‐long beaches with repeated headland‐embayed morphology fronted by a carbonate fringing reef. The beaches are the seaward edge of a carbonate sand‐rich coastal strand plain, a common morphological setting in tectonically stable tropical island coasts. Multiple lines of geological evidence indicate that the strand plain prograded atop a fringing reef platform during a period of late‐Holocene sea‐level fall. Analysis of historical shoreline changes indicates an overall trend of erosion (shoreline recession) along headland sections of beach and an overall trend of stable to accreting beaches along adjoining embayed sections. Eighty‐eight per cent of headland beaches eroded over the past century at an average rate of ?0·12 ± 0·03 m yr?1. In contrast, 56% of embayed beaches accreted at an average rate of 0·04 ± 0·03 m yr?1. Given over a century of global (and local) sea‐level rise, the data indicate that embayed beaches are showing remarkable resiliency. The pattern of headland beach erosion and stable to accreting embayments suggests a shift from accretion to erosion particular to the headland beaches with the initiation of modern sea‐level rise. These results emphasize the need to account for localized variations in beach erosion related to geomorphology and alongshore sediment transport in attempting to forecast future shoreline change under increasing sea‐level rise. 相似文献
16.
根据历史记载、遥感资料解释和野外现场调查,对长江湖口一彭泽县段江岸冲淤变化,及江中主要江心洲的变迁进行研究,该江段历史变化较复杂,但是总体是河流主流的“S”摆动,主流不断南迁总体南岸以侵蚀为主,北岸以淤积为主,在棉船洲地区由于该洲向北生长,则以北岸侵蚀为主。最后分析江岸变化对防洪安全的影响,江岸变化是重要的致灾因子。 相似文献
17.
三峡水库蓄水后下荆江河段河床冲刷下切, 局部河段崩岸险情频繁发生。为研究下荆江二元结构河岸的土体特性及崩岸机理,结合近期该河段崩岸情况,现场查勘了6个崩岸点,并对河岸土体进行了室内土工试验。试验结果表明下荆江河岸土体的垂向组成具有典型的二元结构特征:下部非粘性土（沙土）层较厚,上部粘性土（低液限粘土）层较薄且松散。以河岸崩塌过程分析为基础,提出了二元结构河岸发生绕轴崩塌时上部土层稳定性的计算方法。结合近岸水动力条件计算及土工试验结果,定量分析了二元结构河岸的崩塌机理及其影响因素:① 下部沙土层的起动流速比近岸流速小得多,故该土层容易受水流冲刷;②上部粘性土层崩塌前抗冲强度很大,但多为低液限粘土且相对松散,崩塌后堆积在岸边容易分解并被水流带走;③ 河岸稳定安全系数在一个水文年内呈周期性变化,落水期安全系数最小,故容易引发崩岸,该计算结果与近期崩岸实际统计结果一致。 相似文献
18.
We investigated spatial correlations between wave forcing, sea level fluctuations, and shoreline erosion in the Maryland Chesapeake Bay (CB), in an attempt to identify the most important relationships and their spatial patterns. We implemented the Simulating WAves Nearshore (SWAN) model and a parametric wave model from the USEPA Chesapeake Bay Program (CBP) to simulate wave climate in CB from 1985 to 2005. Calibrated sea level simulations from the CBP hydrodynamic model over the same time period were also acquired. The separate and joint statistics of waves and sea level were investigated for the entire CB. Spatial patterns of sea level during the high wave events most important for erosion were dominated by local north-south winds in the upper Bay and by remote coastal forcing in the lower Bay. We combined wave and sea level data sets with estimates of historical shoreline erosion rates and shoreline characteristics compiled by the State of Maryland at two different spatial resolutions to explore the factors affecting erosion. The results show that wave power is the most significant influence on erosion in the Maryland CB, but that many other local factors are also implicated. Marshy shorelines show a more homogeneous, approximately linear relationship between wave power and erosion rates, whereas bank shorelines are more complex. Marshy shorelines appear to erode faster than bank shorelines, for the same wave power and bank height. A new expression for the rate of shoreline erosion is proposed, building on previous work. The proposed new relationship expresses the mass rate of shoreline erosion as a locally linear function of the difference between applied wave power and a threshold wave power, multiplied by a structure function that depends on the ratio of water depth to bank height. 相似文献
19.
本文主要采取历史水下地形和水位数据分析、干流河槽现场测量、室内测试和综合评价等方法对重大水利工程影响长江中下游干流河槽和岸线进行了分析和研究,取得如下新进展：（1）创新构建了一套多模态传感器系统,实现陆上和水下一体化水动力、沉积和地貌特征测量与数据采集。（2）调查研究发现,长江干流河槽冲刷强烈,岸线窝崩、条崩发育。（3）悬沙和床沙粗化,河床阻力下降,发育侵蚀型链珠状沙波,长江大桥主桥墩冲刷严重。（4）潮区界显著上移,潮区界变动河段地貌发生重要变化。在此基础上,研究认为应该加强长江中下游干流河槽、沿岸高陡岸坡、支流入汇干流河口、崩岸以及跨江大桥桥墩冲刷等调查、监测和成因机理分析。上述研究成果对长江岸滩防护和修复、航道整治、沿岸防洪、长江大桥桥墩维护等具有重要意义。 相似文献
20.
The impacts of floods on river bank erosion are generally significant in the alluvial river reaches. This paper presents the prediction of the river bank erosion along the right bank in the reach of Chenab River (starting from downstream of Marala Barrage) where excessive erosion had been reported. The bank erosion is predicted due to flow/flood events of 2010 by coupling the output from the two-dimensional numerical model to the excess shear stress approach. The predicted bank erosion was compared with the one estimated from Landsat images. The Landsat ETM+ images were processed in the ArcGIS software to assess the external bank erosion. The results show that the excess shear stress approach underpredicts the bank erosion. Therefore, the erodibility coefficient was modified by forcing the best agreement between predicted and estimated (i.e., from Landsat images) bank erosion which was used for further analysis. The results reveal that coupling the output from the numerical model to the excess shear stress approach (by modifying the erodibility coefficient) predicts the river bank erosion with a reasonable level of accuracy, thus helpful to identify the locations for the protection works. The predicted river bank erosion presents good coefficient of determination (R2) of 0.82 when compared with the estimated bank erosion from Landsat images. The findings of the present study will help to implement the river protection works at the identified locations in the selected reach of River Chenab and will also act as a guideline for similar river reaches. 相似文献