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Relevant bibliographies by topics / River bank erosion

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Academic literature on the topic 'River bank erosion'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 June 2025

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Journal articles on the topic "River bank erosion"

1

Kiss, Amissah, and Fiala. "Bank Processes and Revetment Erosion of a Large Lowland River: Case Study of the Lower Tisza River, Hungary." Water 11, no. 6 (2019): 1313. http://dx.doi.org/10.3390/w11061313.

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Stone and concrete revetments are widely constructed to control bank erosion and thus stabilize river banks. The consequences include accelerated erosion at unrevetted downstream channel sections and in-channel incision at revetted sections. The studied section of the Tisza River (Hungary) was revetted along 49% of its banks in the 20th century with stepped-block and placed-rock revetments. We therefore aimed (1) to study the effects of revetment constructions on channel processes and (2) to evaluate the state and collapse of revetments using a DEM of the channel and ADCP measurements. In the late 19th century, the river had an equilibrium meandering channel, with alternating eroding and aggrading banks. Currently, erosional processes dominate. Thus, 65% of the total channel length is affected by bank erosion. The revetments reduced the active lateral erosional processes only temporarily, as 58% of the revetments, mainly placed-rock, are already damaged. The flow characteristics at the revetted sections were found to depend on the rate and type of revetment collapse. Large pools developed in front of the revetments, playing an important role in initiating their erosion. The placed-rock revetments can collapse by slides or by stones falling into the pool one-by-one. In this case, a knickpoint develops, propagating upstream. Thus, the collapse and accelerated bank erosion also propagate upstream. The increased hazard created by the failure of the revetments requires the re-planning of bank stabilization practices.

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Amissah, Gabriel Jonathan, Tímea Kiss, and Károly Fiala. "Active point bar development and river bank erosion in the incising channel of the lower Tisza river, Hungary." Landscape & Environment 13, no. 1 (2019): 13–28. http://dx.doi.org/10.21120/le/13/1/2.

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The development of point-bars and bank erosion are critical near-bank processes, as they indicatethe sediment and hydraulic regime of a river system, thus, they refer to the equilibrium conditions ofa channel. However, throughout history, rivers have been modified for various benefits which changethe development of point-bars and the rate of bank erosion. In the Lower Tisza River (Hungary), riverregulations influenced the channel and floodplain development, altering the natural fluvial processes.The aim of the research was to determine the rate of near-bank processes and to make trajectory forfuture river evolution to support future engineering works. The bank erosion and point-bar developmentat human-influenced and freely meandering sections of the Tisza River were monitored since 2011.Behind a collapsed revetment, the bank erosion rate was 0.6 m/y, while at a freely meandering section itwas 2.3 m/y. The studied point-bars are located in revetted and freely meandering sections. Their surfaceeroded within the period. These intensive erosional processes refer to an incising meandering channel,which must be considered during future planning of in-channel structures (e.g. revetments, bridges),thus, geomorphic methods must be considered in any river engineering scheme.

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Ali, Md Rayha, Zihad Ahmed, AHM Hedayutul Islam, and Md Mizanoor Rahman. "River Bank Erosion, Induced Population Migration and Adaptation Strategies in the Sirajganj Sadar Upazila, Bangladesh." European Journal of Environment and Earth Sciences 2, no. 2 (2021): 39–47. http://dx.doi.org/10.24018/ejgeo.2021.2.2.131.

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Riverbank erosion, a regular natural phenomenon in the lower confluence deltaic country like Bangladesh. Among the natural disaster effecting Bangladesh each year, river bank erosion is the most vulnerable in term of effected people and loss of assets. As a riverine country there are huge number of rivers and their tributaries and distributaries criss-crossed over the country, but the mighty three rivers like the Padma, Jamuna and Meghna are mostly known for the erosional characteristics. River bank erosion possesses as a significant, endemic and recurrent natural disaster in Bangladesh by these rivers. This research is designed to explore the erosional pattern of the river Jamuna and its impact on population migration and the adaptation strategy of the migrants. For the study primary data were collected from the study area through questionnaire survey, FGD and mapping analysis while secondary data were collected from published and unpublished reports of different offices such as land office, union parisad office, census report, BBS, WDB etc. However, to analyze the trend of erosion mapping analysis was conducted through ArcGIS 10.3 and for statistical analysis SPSS software was used. The research findings indicate that the Jamuna is a highly dynamic river in term of erosion. Due to its severity and dynamic erosional pattern possess mass number of people to be displaced by losing settlements and agricultural land. River bank erosion of Jamuna River invites many obligatory problems at different stages of displacements like loss of residence, household assets, agricultural land etc. Though it pushes the victims to readjust all their activities associated to livelihood pattern as an adaptation strategy with a newer socio-environmental situation, but very often becomes unable to recover the damage even spending considerable time. From this point of view, river bank erosion needs to be considered as a unique disaster and give attention to take comprehensive riverbank erosion management policy, so that problem can be minimized to a tiny scale.

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Berkovich, K. M., L. V. Zlotina, and L. A. Turykin. "Riverbank erosion: factors, mechanism, human activity." Geomorphology RAS, no. 2 (April 26, 2019): 3–17. http://dx.doi.org/10.31857/s0435-4281201923-17.

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The riverbank erosion produces a great risk for the urban development, structures and communications located on the banks. Bank erosion, as an integral part of the lateral river channel migrations, is a multi-factorial phenomenon. Empirical evidence suggests that the riverbank erosion depends on the size of the river, the morphology of the bends, water flow; however, a big role plays erosion resistance of the banks, due to their structure and vegetation. It varies at changeable riverbank soils wetting in accordance with the hydrological regime of the river. Human activity contributes significantly to the intensification of lateral migrations, especially the construction of reservoirs that change the hydrological regime of rivers and sediment transport. Incision, daily flow regulation, redistribution of annual runoff, reducing the sediment load are the main factors that intensify the riverbank erosion. As an example, the situated downstream of the dam sections of the Volga River and Sheksna River in the Rybinsk City were examined and all these factors were revealed there themselves clearly. Considering these factors allowed predicting the riverbank erosion and provided the basis for bank protection program.

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ROCHA, PAULO CÉSAR, EDVARD ELIAS DE SOUZA FILHO, ÉDER COMUNELLO, and GERALDO TERCEIRO CORREA. "Evolução Hidrodinâmica e Processos Erosivos Marginais nos Canais do Sistema de Inundação do Alto Rio Paraná, Região Centro-Sul do Brasil." Pesquisas em Geociências 28, no. 2 (2001): 161. http://dx.doi.org/10.22456/1807-9806.20283.

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This paper intend to contribute on understanding of small part of tropical/subtropical large river fluvial geomorphology: the high Paraná river flood system. The studied area is inserted in Baía River Compartment, characterized of large alluvial plain, in the right margin of high Paraná River, and the greater archipelagoes subdividing the channel in branches with different importance. The intensity of erosive process on the Paraná River banks were studied in four different kinds of channel by 29 points, during a hydrodynamic cycle. The obtained data was still treated with cluster analysis and the correlation through the linear and exponential regression among variables. Results evidenced that the flow velocity and mechanical composition of banks were the main variables of bank erosion rates, and that the another variables, like roots and vegetation, do not had any influence to control the bank erosion. Erosion, accretion and by pass are processes controlled by the Paraná river regime, by shifting of the talweg position and then also controlled by intensity, duration and recurrence of flood.

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Ghosh, Debika, and Abhay Sankar Sahu. "The impact of population displacement due to river bank erosion on the education of erosion victims: a study in jangipur sub-division of murshidabad district, West Bengal, India." Bulletin of Geography. Socio-economic Series 46, no. 46 (2019): 103–18. http://dx.doi.org/10.2478/bog-2019-0037.

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AbstractThe present research aims to find out whether population displacement due to river bank erosion has any impact on education of the erosion victims of the developing countries or not. To fulfil the objective of the study, 19 erosion affected study units were selected along the banks of the Ganga-Bhagirathi river in the Jangipur sub-division of Murshidabad district, West Bengal. Pearson’s correlation analysis and multiple linear regression analysis were performed using SPSS software. The result of the study shows that frequency of population displacement due to bank erosion and percentage of child labour are positively and significantly correlated (r = 0.51). A low mean year of schooling has been observed in almost all selected study units. The result of multiple linear regression analysis shows that river bank erosion has an adverse impact on the education of the people living along the river banks.

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Augustowski, Karol, and Józef Kukulak. "The Role of Frost Processes in the Retreat of River Banks." Water 13, no. 13 (2021): 1812. http://dx.doi.org/10.3390/w13131812.

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The rate of bank retreat was measured using erosion pins on the alluvial banks of the rivers in the Podhale region (the boundary zone between Central and Outer Carpathians) during the hydrological year 2013/2014. During the winter half-year (November–April), the bank retreat was mainly caused by processes related to the freezing and thawing of the ground (swelling, creep, downfall). During the summer half-year (May–October), fluvial processes and mass movements such as lateral erosion, washing out, and sliding predominated. The share of fluvial processes in the total annual amount of bank retreat (71 cm on average) was 4 times greater than that of the frost phenomena. Erosion on bank surfaces by frost phenomena during the cold half-year was greatest (up to 38 cm) on the upper parts of banks composed of fine-grained alluvium, while fluvial erosion during the summer half-year (exceeding 80 cm) mostly affected the lower parts of the banks, composed of gravel. The precise calculation of the relative role of frost phenomena in the annual balance of bank erosion was precluded at some stations by the loss of erosion pins in the summer flood.

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Pandey, Manish, Z. Ahmad, and P. K. Sharma. "Estimation of maximum scour depth near a spur dike." Canadian Journal of Civil Engineering 43, no. 3 (2016): 270–78. http://dx.doi.org/10.1139/cjce-2015-0280.

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Scour is a natural phenomenon in rivers caused by the erosive action of the flowing water on the bed and banks. Spur dikes are constructed across the flow to protect the bank from erosion by shifting of the river away from the bank. The spur dike undermines due to river-bed erosion and scouring, which is generally recognized as the main cause of spur dike failure. In this study, accuracy of existing equations for the computation of maximum scour depth has been checked with available data in the literature and data collected in the present study using graphical and statistical performance indices. Three new relationships are also proposed to estimate the maximum scour depth and maximum scour length upstream and downstream of spur dike. This new relationship for maximum scour depth is shown to perform better than other existing equations.

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Hagerty, D. J., and M. J. Hagerty. "Ohio River Bank Erosion—traffic Effects." Journal of Waterway, Port, Coastal, and Ocean Engineering 115, no. 3 (1989): 404–8. http://dx.doi.org/10.1061/(asce)0733-950x(1989)115:3(404).

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Gholami, V., and M. R. Khalegi. "The impact of vegetation on the bank erosion (Case study: The Haraz River)." Soil and Water Research 8, No. 4 (2013): 158–64. http://dx.doi.org/10.17221/13/2012-swr.

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Vegetation establishment is a suitable biological method of erosion control. Bank erosion is one form of water erosion and its adverse effects include an increase in turbidity, degradation of riverbank lands, difficulties caused by sediments depositing in the downstream. The rate of riverbank erosion can be decreased by application of biological methods in sensitive reaches identified. In this study, a 3250 m section of the Haraz River was studied to evaluate the effects of vegetation establishment on shear stress, water velocity and finally on the bank erosion. In this research, Geographical Information System (HEC-GeoRAS extension), HEC-RAS software, and topographic maps of riverbed at the scale of 1:500 were used to simulate hydraulic behaviour of the Haraz River. In order to evaluate the effect of vegetation cover on the bank erosion, roughness coefficient of Manning was determined with the Cowan method for two seasons (winter and summer) separately, due to changes in vegetation in the considered sections during different seasons of the year. The results showed that vegetation establishment on riverbanks caused changes in water velocity, water depth, power of shear stress and this all should finally be reflected in the rate of bank erosion.

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Dissertations / Theses on the topic "River bank erosion"

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Wojda, Mark. "Bank Erosion in the Petitcodiac River Estuary." Thesis, Fredericton: University of New Brunswick, 2011. http://hdl.handle.net/1882/35384.

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To further understand bank undercutting processes that occur in the Petitcodiac River estuary (New Brunswick, Canada), the erosion of sediment cores obtained at the base of the estuary banks was studied by testing for the critical shear stress and erosion rates in a laboratory flume. It was found that there is variation in the erodibility of the sediment with depth horizontally into the bank over the depths tested. The bank cores were shown to erode in distinct layers, with the erosion of extremely weak layers occurring at rates that were an order of magnitude higher than the rates of adjacent resistant layers. Bed cores obtained at the toe of the bank were also tested and similar variability in sediment erodibility was found with vertical depth into the bed. Sediment properties of the cores, including particle size distribution, bulk density, water content, and organic content were compared to the erodibility of the sediment. Additional investigations included observations of the Petitcodiac River estuary bank movement through GPS surveys and erosion pin monitoring, as well as testing for the presence of biological sediment-stabilization factors, and changes in particle size and mineralogy on the river bank.

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2

Pyle, Christopher John. "Monitoring and modelling of river bank erosion." Thesis, University of Cambridge, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.624522.

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Trieu, Hai Q. "Bank erosion processes along the lower Mekong River." Thesis, University of Southampton, 2012. https://eprints.soton.ac.uk/340011/.

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This project conducts an analysis of bank erosion processes on a large, monsoonaffected river, the Lower Mekong River in Laos. The methodological approach taken was to build integrated models of bank erosion processes at three study sites on the Lower Mekong River in Laos (Friendship Bridge, Ang Nyay and Pakse) to simulate processes of (i) groundwater seepage and pore water pressure evolution, (ii) the effect of this on mass-wasting (using the Geo-slope model) and, (iii) fluvial erosion (using a model adapted from Kean and Smith, 2006ab). In all cases the models were parameterised using measured bank geotechnical properties. Across the study sites, a total of 42 simulations were undertaken to represent a wide range of observed flow events. Specifically, 14 selected flow hydrographs (comprising three types: single peak, multiple peak and rapid fall) were evaluated at each of the study sites, such that the influence on bank erosion of the hydrological properties of different monsoon floods could be evaluated. The main findings indicate that although the Mekong is a big river, its dominant bank erosion process is one of slow, gradual, fluvial erosion. This research forms a partial contribution to understanding bank erosion processes operating in the Mekong. It was found that bank stability on the Mekong responses to variations in flood magnitude in ways that are similar to other rivers located within humid temperate areas. However, the Mekong has had the greater stability than these rivers due to its greater bank heights and more consolidated bank materials.

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Bhuiyan, A. B. M. Faruquzzaman. "Instream bank protection and river restoration structures." Thesis, University of East Anglia, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.246951.

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Paice, Colin. "Hydraulic control of river bank erosion : an environmental approach." Thesis, University of East Anglia, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254514.

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Couper, Pauline R. "River bank erosion and the influence of soil particle size." Thesis, Coventry University, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.327661.

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Harris, N. M. "Spatial Changes in Bank Erosion Processes in the River Severn." Thesis, University of Birmingham, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.496467.

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Anstead, Lenka. "River bank erosion rates and the case for willow spiling as a bank stabilisation solution." Thesis, University of East Anglia, 2012. https://ueaeprints.uea.ac.uk/47924/.

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9

Barker, Rachel. "Determining the significance of bank erosion in the supply of coarse material to meandering channels." Thesis, University of Portsmouth, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311289.

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Amiri-Tokaldany, Ebrahim. "A model of bank erosion and equilibrium bed topography in river bends." Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.273751.

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Books on the topic "River bank erosion"

1

Center for Environmental and Geographic Information Services (Bangladesh), ed. Monitoring and prediction of bank erosion along the right bank of the Jamuna River, 2005. Center for Environmental and Geographic Information Services, 2005.

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2

Paice, Colin. Hydraulic control of river bank erosion: An environmental approach. University of East Anglia, 1990.

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3

Harris, Neil Maxwell. The impact of scale on river bank erosion processes. University of Birmingham, 1996.

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Borḍa, Bangladesh Pāni Unnaẏana. Prediction of river bank erosion along the Jamuna, the Ganges and the Padma rivers in 2009. Center for Environmental and Geographic Information Services, 2009.

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Conference on Missouri River Streambed Degradation, Aggradation, and Bank Erosion (1986 Omaha, Neb.). Summary proceedings, Conference on Missouri River Streambed Degradation, Aggradation, and Bank Erosion, April 2-3, 1986. MBSA, 1986.

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Borḍa, Bangladesh Pāni Unnaẏana, ed. Prediction of river bank erosion along the Jamuna, the Ganges and the Padma rivers in 2013. Centre for Environmental and Geographic Information Services, 2013.

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7

McCullah, John. Environmentally sensitive channel- and bank-protection measures. Transportation Research Board, 2005.

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Bankhead, Natasha. Analysis of bank stability and potential load reduction along reaches of the Big Sioux River, South Dakota. United States Department of Agriculture, National Sedimentation Laboratory, 2009.

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9

Aktar, Nazneen. Prediction of river bank erosion along the Jamuna, the Ganges the Padma and the lower Meghna rivers in 2012. Bangladesh Water Development Board, 2012.

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Center for Environmental and Geographic Information Services (Bangladesh), ed. Prediction of river bank erosion and morphological changes along the Jamuna, the Ganges, and the Padma rivers in 2013. Center for Environmental and Geographic Information Services, 2013.

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Book chapters on the topic "River bank erosion"

1

Laubel, A., L. M. Svendsen, B. Kronvang, and S. E. Larsen. "Bank erosion in a Danish lowland stream system." In Man and River Systems. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-017-2163-9_29.

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Bandyopadhyay, Shreya, and Sunil Kumar De. "Estimation of Bank Erosion of the Haora River and Proposition of Bank Erosion Vulnerability Zonation Model." In Advances in Asian Human-Environmental Research. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-41018-0_9.

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Rahman, Md Lutfor. "Study of Bamboo Bandalling Structures in the Tidal River for River Bank Erosion." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3134-3_5.

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Van Tho, Nguyen. "Coastal erosion, river bank erosion and landslides in the Mekong Delta: Causes, effects and solutions." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_125.

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Thakur, Praveen K. "River Bank Erosion Hazard Study of River Ganga, Upstream of Farakka Barrage Using Remote Sensing and GIS." In Our National River Ganga. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00530-0_11.

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Maurya, Suresh, Manish Gupta, and R. Chitra. "Engineered Anti-erosion Works Along the Right Bank of Jiabharali River in Assam." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0559-7_43.

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Siqueira, A. G., A. A. Azevedo, L. F. S. Dozzi, and H. Duarte. "Monitoring Program of Reservoir Bank Erosion at Porto Primavera Dam, Parana River, SP/MS, Brazil." In Engineering Geology for Society and Territory - Volume 3. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09054-2_74.

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Bhowmik, Moujuri, and Nibedita Das. "Qualitative Assessment of Bank Erosion Hazard in a Part of the Haora River, West Tripura District." In Advances in Geographical and Environmental Sciences. Springer Japan, 2014. http://dx.doi.org/10.1007/978-4-431-54871-3_14.

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Islam, Md Fakrul, and Md Mosharof Hossain. "Survival Strategies of the Displaced People Due to Riverbank Erosion: A Study of Victims Living on the Bank of Padma River, Bangladesh." In New Frontiers in Regional Science: Asian Perspectives. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3970-1_18.

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Van De Wiel, Marco J., and Stephen E. Darby. "Numerical modeling of bed topography and bank erosion along tree-lined meandering rivers." In Riparian Vegetation and Fluvial Geomorphology. American Geophysical Union, 2004. http://dx.doi.org/10.1029/008wsa19.

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Conference papers on the topic "River bank erosion"

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Bhowmik, Nani G. "Bank Erosion of the Illinois River." In World Environmental and Water Resources Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40976(316)354.

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Bhowmik, Nani G. "Bank Erosion of the Illinois River." In World Environmental and Water Resources Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413548.111.

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da Silva, A. M. Ferreira, and M. Ebrahimi. "Bank erosion and planimetric evolution of alluvial meandering streams." In RIVER BASIN MANAGEMENT 2013. WIT Press, 2013. http://dx.doi.org/10.2495/rbm130231.

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Roslan, Z. A., Y. Naimah, and Z. A. Roseli. "River bank erosion risk potential with regards to soil erodibility." In RIVER BASIN MANAGEMENT 2013. WIT Press, 2013. http://dx.doi.org/10.2495/rbm130241.

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Elhakeem, Mohamed, and Thanos Papanicolaou. "Mitigating River-Bank Erosion using Barb Structures." In Annual International Conference on Architecture and Civil Engineering (ACE 2016). Global Science & Technology Forum ( GSTF ), 2016. http://dx.doi.org/10.5176/2301-394x_ace16.85.

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Moody, John. "SPECTRUM OF BANK EROSION ALONG POWDER RIVER." In 72nd Annual GSA Rocky Mountain Section Meeting - 2020. Geological Society of America, 2020. http://dx.doi.org/10.1130/abs/2020rm-346422.

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Chiew, Yee-Meng, Nandakumar Narasimhan, and Jian Chu. "Effect of Seepage on River Bank Stability." In International Conference on Scour and Erosion (ICSE-5) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41147(392)34.

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Sawatsky, Les F., Michael J. Bender, and Dejiang Long. "Pipeline Exposure at River Crossings: Causes and Cures." In 1998 2nd International Pipeline Conference. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/ipc1998-2020.

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Erosion is a common problem at pipeline watercourse crossings. Watercourses are naturally vulnerable to erosion but the risk is particularly acute after sub-soil and armour materials have been disturbed by trenching and backfilling during pipeline construction. The process of pipeline exposure at watercourse crossings can be grouped into these types. One common type of erosion phenomenon is episodic exposure resulting from general and local scour. This is associated with temporary river scour during flood events. It includes general scour involving temporary lowering or the entire river bed during high flows, as well as local scour which involves development of a scour hole during high flow events at a predictable location on the river bed. River engineers have adopted various design methods to ensure sufficient pipeline burial depth which minimizes pipeline exposure due to such periodic occurrences. A second type of erosion phenomenon causing pipeline exposure is progressive river channel bed and bank erosion. This is not a function of a single event but occurs periodically, resulting in progressive removal of pipeline cover. Progressive erosion at pipeline crossings includes riverbed degradation, bank erosion and growth of gullies. River bed degradation (progressive river bed lowering) is a complex phenomenon associated with the stage of geomorphic development of the drainage basin. Its prediction is based on a sound understanding of sediment supply, river hydraulics and river outlet conditions. Bank erosion is a common occurrence and is readily observed. It may be a continuous or episodic occurrence and is often related to the river’s tendency to change its meander pattern, cross sectional shape or bed level. Growth of gullies is a very common cause of erosion at pipeline crossings and results from changes in land use, soil composition, and landscape drainage networks. Techniques for predicting progressive erosion are not well developed and widely understood. As a result, progressive erosion is a common cause of erosion and even pipeline exposure at pipeline crossings of rivers, streams, and gullies. A third mechanism of pipeline exposure is river avulsion. This is often associated with a tortuously meandering channel, a steep braided channel with a wide flood plain or an immature channel on a delta. Methods of avoiding or controlling erosion are based on a sound understanding of causal factors. Each river crossing location is unique and the local risks of pipeline exposure must address specific local conditions. Methods of estimating the risk of local and general scour, progressive erosion, and river avulsions are discussed. Methods of mitigating erosion at pipeline crossings include proper siting of pipeline crossings, deep burial, conventional armouring and a combination of bank toe protection and upper bank vegetation cover.

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Ozeren, Y., and M. Altinakar. "Turbidity currents generated by bank failure under wave erosion." In The International Conference On Fluvial Hydraulics (River Flow 2016). CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-140.

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Ercan, Ali, and Bassam A. Younis. "Prediction of Flow and Bank Erosion in the Sacramento River." In World Environmental and Water Resources Congress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)352.

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Reports on the topic "River bank erosion"

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Busse, David, Robert Davinroy, David Gordon, David Derrick, and Wayne Kinney. Bank Erosion Study of the Kaskaskia River Carlyle Lake to New Athens, IL. Volume 1. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada378936.

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Schattman, Rachel. Farming the floodplain: New England river governance in a changing climate (Hand-outs). USDA Northeast Climate Hub, 2017. http://dx.doi.org/10.32747/2017.6956534.ch.

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Abstract:

You are worried about flood impacts from the river that borders your property. While you have considered building a levee and placing stones along the bank to protect you land and house from erosion, you do not have the equipment or expertise to do so. Additionally, you have seen water velocity in the river increase because the farmer upstream has channeled the river. You blame the farmer for putting your land and house at greater flood risk. You think that upstream land should be allowed to flood to slow water velocity and absorb floodwaters; this would protect you and your neighbors from future floods.

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Analysis of vegetation controls on bank erosion rates, Clark Fork of the Columbia River, Deer Lodge Valley, Montana. US Geological Survey, 2001. http://dx.doi.org/10.3133/wri014115.

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