Relevant bibliographies by topics / Bank erosion

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Bank erosion'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Bank erosion"

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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
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Pusztai-Eredics, Alexandra, and Tímea Kiss. "Declining Bank Erosion Rate Driven by Hydrological Alterations of a Small Sub-Alpine River." Hydrology 11, no. 8 (2024): 114. http://dx.doi.org/10.3390/hydrology11080114.

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In the 21st century, climate change and its consequences are getting more serious. The changes in temperature and precipitation alter the run-off conditions, subsequently influencing the channel processes of rivers. The study aims to analyse the hydrological changes in a small, sub-alpine river (Rába/Raab River, Central Europe) and the bank erosional processes (1951–2024). The bank erosion was determined based on topographical maps, aerial photographs, and field (RTK–GPS) surveys. Short (2–3 days) floods were common between 1950 and 1980, and low stages occurred in 65–81% of a year. However, e
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Lawler, D. M., J. Couperthwaite, L. J. Bull, and N. M. Harris. "Bank erosion events and processes in the Upper Severn basin." Hydrology and Earth System Sciences 1, no. 3 (1997): 523–34. http://dx.doi.org/10.5194/hess-1-523-1997.

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Abstract. This paper examines river bank retreat rates, individual erosion events, and the processes that drive them in the Upper Severn basin, mid-Wales, UK. Traditional erosion pin networks were used to deliver information on patterns of downstream change in erosion rates. In addition, the novel automatic Photo-Electronic Erosion Pin (PEEP) monitoring system was deployed to generate near-continuous data on the temporal distribution of bank erosion and accretion: this allowed focus on the magnitude and timing of individual erosional and depositional events in relation to specific flow episode
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Saint-Laurent, Diane, Bachir N. Touileb, Jean-Phillippe Saucet, André Whalen, Benoit Gagnon, and Tonino Nzakimuena. "Effects of simulated water level management on shore erosion rates. Case study: Baskatong Reservoir, Québec, Canada." Canadian Journal of Civil Engineering 28, no. 3 (2001): 482–95. http://dx.doi.org/10.1139/l01-018.

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This study was carried out as part of a feasibility study on the construction of a hydroelectric generating station at Mercier dam at the outlet of the Baskatong reservoir in Québec. The study dealt mainly with a comparison of the current and future bank erosion rates of the reservoir. Given the year of impounding of the Baskatong reservoir, i.e., 1927, it was possible to track bank erosion rates using field surveys and photogrammetric and numerical analyses. It was noted that in certain areas, such as Du Diable Bay and Windigo Bay, the Baskatong reservoir banks were substantially affected by
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Asiedu, Ebenezer, John Manyimadin Kusimi, Emmanuel Nartey Pinto, Clifford Semabiah, and Emmanuel Morgan Attua. "Studying Bankline Migration of the Lower Pra Basin using Remote Sensing and GIS." Ghana Journal of Geography 15, no. 2 (2023): 88–109. http://dx.doi.org/10.4314/gjg.v15i2.4.

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The study investigated bank erosion and accretion of the lower section of the Pra River of Ghana using a topographical map of 1974 and satellite imagery of 2007, 2015, and 2018 which was augmented by field observation and key informant interviews. Bankline changes due to erosion and accretion and the total volumetric change in river channel were measured using Remote Sensing and Geographic Information System approaches. The study showed that erosion was more pronounced in both the right and left bank as compared to accretion. The study revealed that bank width area of the lower basin of Pra Ri
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Maskey, Ujwal Kumar, and Naresh Kazi Tamrakar. "Study on gross streambank sediment erosion from the Godavari Khola, southeast Kathmandu Valley, Central Nepal." Journal of Nepal Geological Society 55, no. 1 (2018): 31–43. http://dx.doi.org/10.3126/jngs.v55i1.22787.

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The fifth order Godavari Khola is flowing from the South to the North direction and is one of the major tributaries from the southern part of the Kathmandu Valley. As the urbanization is growing in the Kathmandu Valley the banks of the streams are being targeted for the housing and roads, therefore it is important to know the characteristic of the river behavior, nature of erosion and sediment production along its banks. This study accesses the stream bank erosion characteristics and sediment production by erosion along the Godavari Khola. It was conducted by surveying and accessing hydraulic
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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 retr
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Kuznetsova, Yulia, Valentin Golosov, Anatoly Tsyplenkov, and Nadezhda Ivanova. "Quantifying channel bank erosion of a small mountain river in Russian wet subtropics using erosion pins." Proceedings of the International Association of Hydrological Sciences 381 (August 1, 2019): 79–86. http://dx.doi.org/10.5194/piahs-381-79-2019.

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Abstract. Channel bank erosion was monitored using erosion pin arrays in a small mountain stream located in the Tsanyk River basin near the Caucasian Black sea coast. The study area is characterized by high precipitation, low mountainous topography, and flysch bedrock. Erosion pins arrays were installed at six key sections each with different bank lithology and morphology. Bank lithology (bedrock or alluvial deposits), morphology (vertical or concave) and orientation towards the local flow direction were the dominant factors controlling the rate of bank retreat and/or collapse. In contrast to
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Ghosh, Debika. "Identification of prime factors of active river bank erosion in the lower course of Ganga Bhagirathi River: a study." Bulletin of Geography. Physical Geography Series, no. 23 (December 21, 2022): 71–83. http://dx.doi.org/10.12775/bgeo-2022-0011.

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The present study aims to identify prime factors of active and continuous riverbank erosion. Field visits were conducted from 2015 to 2019. To fulfil the objective of the study, 21 study units prone to bank erosion were selected along the banks of Ganga-Bhagirathi at Jangipur sub-division. Remote sensing and geographic information system were used to measure the area under erosion and deposition from the 1985 to 2015 at five-year intervals. Bank height, bank angle, length of fracture from bank line, river velocity, and channel depth were measured for each study unit using different instruments
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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 percentag
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Dissertations / Theses on the topic "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
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Hankin, Erik Ravnholt. "Scales of bank roughness and their relationship to bank erosion processes." College Park, Md.: University of Maryland, 2009. http://hdl.handle.net/1903/9661.

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Thesis (M.S.) -- University of Maryland, College Park, 2009.<br>Thesis research directed by: Dept. of Geology. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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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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Tengbeh, G. Tamba. "The effect of grass cover on bank erosion." Thesis, Cranfield University, 1989. http://dspace.lib.cranfield.ac.uk/handle/1826/3620.

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The scour experiments on the bare root-free and root-permeated soils indicated that for each soil, critical tractive force (CTF) linearly increases with both root density and vane shear strength. However, for both soilsq CTF was mainly related to vaneýshear strengthp indicating the potential importance of soil shear strength as an index of scour erodibility of cohesive channel bank materials. The analysis of the relative effects of the grass vegetation parameters on scour resistance confirmed the dominance of vegetation shoots relative to the roots in resisting scour in-non-bending vege- tatio
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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 measur
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Wynn, Theresa M. "The Effects of Vegetation on Stream Bank Erosion." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/11191.

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Riparian buffers are promoted for water quality improvement, habitat restoration, and stream bank stabilization. While considerable research has been conducted on the effects of riparian buffers on water quality and aquatic habitat, little is known about the influence of riparian vegetation on stream bank erosion. The overall goal of this research was to evaluate the effects of woody and herbaceous riparian buffers on stream bank erosion. This goal was addressed by measuring the erodibility and critical shear stress of rooted bank soils in situ using a submerged jet test device. Additional
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Thompson, Theresa M. "The Effects of Vegetation on Stream Bank Erosion." Diss., Virginia Tech, 2004. http://hdl.handle.net/10919/11191.

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Riparian buffers are promoted for water quality improvement, habitat restoration, and stream bank stabilization. While considerable research has been conducted on the effects of riparian buffers on water quality and aquatic habitat, little is known about the influence of riparian vegetation on stream bank erosion. The overall goal of this research was to evaluate the effects of woody and herbaceous riparian buffers on stream bank erosion. This goal was addressed by measuring the erodibility and critical shear stress of rooted bank soils in situ using a submerged jet test device. Additional
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Sutarto, Tommy Ekamitra. "Bank erosion processes in streams in the U.S. Midwest." Diss., University of Iowa, 2014. https://ir.uiowa.edu/etd/6648.

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Rivers in the U.S. Midwest are dynamic systems that can be natural laboratories for understanding the different modes of bank erosion, namely fluvial erosion, mass erosion, and mass failure. Fluvial and mass erosion are hydraulically driven and semicontinuous, whereas mass failure is episodic and often catastrophic. Being catastrophic, mass failure and its driving mechanisms have received considerable attention comparatively to mass and fluvial erosion. However, the linkage between hydraulically driven erosion and mass failure has not been examined fully. We hypothesize that fluvial and mass e
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Bertrand, Fabienne. "Fluvial erosion measurements of streambank using Photo-Electronic Erosion Pins (PEEP)." Thesis, University of Iowa, 2010. https://ir.uiowa.edu/etd/642.

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Fluvial erosion incites significant bridge scour and large-scale bank erosion causing estimated $1.1 billion damage in the Midwest. Conventional, manual, field monitoring methods, typically erosion pins, cross-section resurveys or terrestrial photogrammetry, used to monitor fluvial erosion rates merely provide a net change in bank surface retreat since the previous measurement. If mass wasting has occurred, the ongoing fluvial erosion would be masked. Erosion event timing, and the precise bank response to individual flow or flow hydrograph changes, is generally uncertain. Thus, a technique tha
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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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Books on the topic "Bank erosion"

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B, Rahim Kazi M., Mukhopadhyay Malay, Sarkar Debashis Dr, and Visva-Bharati, eds. River bank erosion and land loss. Visva-Bharati, Pub. Dept., on behalf of Natural Disasters Management Cell, 2008.

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Rahim, Kazi M. B., 1948-, Mukhopādhyāẏa Malaẏa, and Sarkar D, eds. River bank erosion and land loss. Visva-Bharati, Pub. Dept., on behalf of Natural Disasters Management Cell, 2008.

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Binns, Niles Allen. Stabilizing eroding stream banks in Wyoming: A guide to controlling bank erosion in streams. Wyoming Game and Fish Dept., 1986.

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

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

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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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1963-, Wilson K. Van, Geological Survey (U.S.), and Mississippi. State Highway Dept, eds. Channel and bank stability of Sand Branch tributary at State Highway 342 near Pontotoc, Pontotoc County, Mississippi. U.S. Geological Survey, 1989.

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1963-, Wilson K. Van, Mississippi. State Highway Dept., and Geological Survey (U.S.), eds. Channel and bank stability of Standing Pine Creek at State Highway 488 near Freeny, Leake County, Mississippi. U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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1963-, Wilson K. Van, Mississippi. State Highway Dept, and Geological Survey (U.S.), eds. Channel and bank stability of Standing Pine Creek at State Highway 488 near Freeny, Leake County, Mississippi. U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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1963-, Wilson K. Van, Mississippi. State Highway Dept., and Geological Survey (U.S.), eds. Channel and bank stability of Standing Pine Creek at State Highway 488 near Freeny, Leake County, Mississippi. U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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Book chapters on the topic "Bank erosion"

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Xu, Xiangzhou, Tongxin Zhu, Hongwu Zhang, and Lu Gao. "Gravity Erosions on the Loess Gully Bank: Avalanche, Landslide, or Mudslide." In Experimental Erosion. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3801-8_9.

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Yang, Jun, Dongdong Jia, Lei Wu, Youzhi Hao, and Zhuoying Cang. "Numerical Simulation of the Composite Bank Stability Process of the Songhua River." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_103.

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AbstractThe phenomenon of bank erosion and collapse is widely distributed in major rivers all over the world, and it is a kind of natural disaster with greater hazards. Bank erosion in seasonally frozen rivers (SFR) is subject to the coupling effects between hydrodynamic forces and freeze-thaw, and the mechanism is complex. Understanding of bank erosion mechanisms is of great significance for river bank protection and comprehensive river management. Taking the downstream near dam section of the Dadingzishan Navigation and Hydropower Project in the mainstream of the Songhua River as an example,
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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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Saadon, Azlinda, Zulkiflee Ibrahim, and Mohamed Fuad Said Khamis. "Short Timescale Riverbank Erosion and Bank Stability of Sg. Bernam Using Bank Stability and Toe Erosion Model (BSTEM)." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3577-2_10.

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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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Khan, Fathima Israr, and Ashim Kanti Dey. "Bank Erosion Problems in River Barak—A Case Study." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2700-1_36.

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Davidson, S. L., B. Marin-Esteve, H. Weatherly, E. Scordo, and K. Holm. "Washed Away: Incorporating Bank Erosion into Highway Risk Assessments." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-8217-8_17.

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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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Sultana, Mst Rebeka. "Bank Erosion and Sediment Deposition in Teesta River: A Spatiotemporal Analysis." In Anthropogeomorphology. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-77572-8_4.

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Baksh, Md Awual, Sharmin Akter, Md Shahidullah Pramanik, and Farzana Bobi. "Disaster Affected People’s Vulnerability Assessment Through Addressing Padma River Bank Erosion." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7397-9_4.

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Conference papers on the topic "Bank erosion"

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Al-Shahrani, S., A. Al-Meshari, G. N. van Zyl, and A. K. Bairamov. "Failure Analysis of Bank Tubes of Boiler." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02330.

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Abstract This paper presents failure analysis performed to investigate thinning observed in bank tubes of a package boiler. Thorough investigation using visual inspection, chemical analyses, metallographic examinations and mechanical testing showed that the bank tubes failed by flow assisted corrosion. The bank tubes were fabricated of carbon steel UNS K01200 and had been in service for 12 years. Failure contributing factors as well as corrective actions are discussed in order to avoid reoccurrence of erosion corrosion.
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Kesana, N. R., R. Vieira, M. Parsi, B. S. McLaury, and S. A. Shirazi. "A Mechanistic Model for Predicting Erosion in Pseudo Slug Flow." In CORROSION 2014. NACE International, 2014. https://doi.org/10.5006/c2014-4221.

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Abstract Sand particles, which are frequently entrained with the production fluids while transporting from a reservoir to surface facilities, can cause severe erosion and erosion-corrosion damage to production facilities. The mechanism of sand erosion of pipelines due to multiphase flows is complex because of the coupling of several factors that affect the severity of erosion. The severity of erosion normally increases for gas dominated flows such as mist, annular, pseudo slug, and slug/churn flows. This work focuses on improvement and extension of a one-dimensional slug flow erosion model to
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Navas, Gladys, and Ioana Cristina Grigorescu. "Erosion-Corrosion Failures in Wellhead Chokes." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11247.

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Abstract The surface morphology and chemistry of two chokes for oil and gas condensate, which failed by leakage, were related to the flow pattern and material degradation mechanisms. In the choke for oil production, severe circumferential channeling develops near the screw connection between the nozzle and choke body, due to fluid leakage through the thread in imperfect contact. One of the channeling branches crossed the case wall producing leakage, this trajectory being enhanced by defects in the girth weld, inappropriately placed near the thread. Downstream, CO2 induced corrosion becomes the
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Roberge, Laurent, Gerald Ferris, and Hamish Weatherly. "Past Bank Erosion as a Guide for Bank Erosion Prediction at Pipeline Crossings." In 2016 11th International Pipeline Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/ipc2016-64199.

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This paper presents a methodology which uses past bank erosion behaviour as a predictor of future performance. The methodology employed in the bank erosion study consists of the following main steps: identifying a reach to examine, classifying the watercourse, estimating key hydrotechnical properties, obtaining historical air photographs of the reach, georeferencing or orthorectifying the airphotos, mapping the position of the channel edge, obtaining the historical records of nearby gauges to estimate the return period of floods that have occurred between successive pairs of historical air pho
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Rodríguez, José F., and Marcelo H. García. "Bank Erosion in Meandering Rivers." In Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)331.

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Sanchez, Bryan. "POST-FIRE BANK EROSION STUDY." In 121st Annual Meeting of the GSA Cordilleran Section - 2025. Geological Society of America, 2025. https://doi.org/10.1130/abs/2025cd-410062.

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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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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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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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Deva K Borah. "Dynamic Watershed Simulation Model with Bank Erosion." In TMDL 2010: Watershed Management to Improve Water Quality Proceedings, 14-17 November 2010 Hyatt Regency Baltimore on the Inner Harbor, Baltimore, Maryland USA. American Society of Agricultural and Biological Engineers, 2010. http://dx.doi.org/10.13031/2013.35774.

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Reports on the topic "Bank erosion"

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Thorne, Colin R. Field Assessment Techniques for Bank Erosion Modeling. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada250806.

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Thorne, Colin R. Field Assessment Techniques for Bank Erosion Modeling. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada230453.

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Haan, Matthew M., James R. Russell, John Kovar, Shelly Nellesen, Daniel G. Morrical, and Daryl R. Strohbehn. Effects of Grazing Management on Selected Stream Bank Characteristics and Stream Bank Erosion. Iowa State University, 2007. http://dx.doi.org/10.31274/ans_air-180814-1014.

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Haan, Mathew M., James R. Russell, John L. Kovar, Daniel G. Morrical, and Daryl R. Strohbehn. Effects of Grazing Management on Selected Stream Bank Characteristics and Stream Bank Erosion. Iowa State University, 2008. http://dx.doi.org/10.31274/ans_air-180814-879.

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Darby, Stephen E., and Colin R. Thorne. Bank Erosion Algorithm for Numerical Modelling of Channel Width Adjustments. Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada286553.

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6

Field, John, Susannah Erwin, Christina Leonard, et al. Best practices for managing bank erosion within the National Park Service and National Wild and Scenic River System. National Park Service, 2025. https://doi.org/10.36967/2306106.

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Riverbank erosion is a natural process that occurs as rivers adjust to disturbance events and to changes in water and sediment delivery over time. The resulting lateral movement of river channels is fundamental to building complex, dynamic, and resilient landscapes. In this sense, bank erosion is crucial to creating healthy rivers and should be preserved whenever possible. However, river managers may deem protection from bank erosion necessary if bank retreat threatens infrastructure, developed land, or other valuable natural and cultural resources. The National Park Service manages over 220,0
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7

Murray, Autumn, and David Biedenharn. Sediment supply from bank caving on the Lower Mississippi River, 1765 to present. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45281.

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Bank caving rates and associated total sediment supply were calculated along the Lower Mississippi River from Cairo, IL, to Baton Rouge, LA, using historical maps between 1765 and 1992. Comparison of these maps reveals that the added sediment loads from bank erosion have greatly declined through time. During the Pre-cutoff period (1765–1931), the cumulative sediment supply from bank caving between Cairo, IL, and Baton Rouge, LA, ranged from about 395 million cubic yards/year (MCY/yr) to 535 MCY/yr with a median value of approximately 470 MCY/yr. The 1880-1931 period had the highest rate of sed
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8

Lyn, Dennis, and R. Cunningham. A Laboratory Study of Bendway weirs as a Bank Erosion Countermeasure. Purdue University, 2011. http://dx.doi.org/10.5703/1288284314249.

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9

Harris, Kathleen, and Travis Dahl. Technical assessment of the Old, Mississippi, Atchafalaya, and Red (OMAR) Rivers : HEC-RAS BSTEM analysis of the Atchafalaya River. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45174.

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This report documents the bank erosion modeling performed under Task 6 (HEC-RAS Sediment Modeling) of the Old, Mississippi, Atchafalaya, and Red (OMAR) Rivers System Technical Assessment. The objectives of the bank erosion modeling effort were to compare the relative impact various flow scenarios might have on bank retreat on a stretch of the Atchafalaya River between Simmesport, LA, and the Whiskey Bay Pilot Channel. The effort included compilation of field and soil boring data, selection of bank retreat sites, creation of representative soil profiles for the reach, calibration of soil parame
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10

Gailani, Joseph, Burton Suedel, Andrew McQueen, Timothy Lauth, Ursula Scheiblechner, and Robert Toegel. Supporting bank and near-bank stabilization and habitat using dredged sediment : documenting best practices. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44946.

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In-water beneficial use of dredged sediment provides the US Army Corps of Engineers (USACE) the opportunity to increase beneficial use while controlling costs. Beneficial use projects in riverine environments include bank and near-bank placement, where sediments can protect against bank erosion and support habitat diversity. While bank and near-bank placement of navigation dredged sediment to support river-bank stabilization and habitat is currently practiced, documented examples are sparse. Documenting successful projects can support advancing the practice across USACE. In addition, documenta
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