Meander geometry characteristics as a response to hydraulic and lithologic control in the active floodplains of Lower Nagar basin

Pranay Paul, Biswajit Das, Nanigopal Sarkar, Rumki Sarkar
{"title":"Meander geometry characteristics as a response to hydraulic and lithologic control in the active floodplains of Lower Nagar basin","authors":"Pranay Paul, Biswajit Das, Nanigopal Sarkar, Rumki Sarkar","doi":"10.1080/09715010.2023.2269127","DOIUrl":null,"url":null,"abstract":"ABSTRACTThe present work aims to evaluate the controlling factor of meander geometry in the alluvial rivers. The assimilation of lithologic and hydraulic analysis of the meandering channels puts new insight to the understanding of the meander geometry. The study compares two highly contrasting meandering rivers of Nagar and Kulik in the Lower Nagar Basin, India. To assess the connection between the meandering nature with the hydraulic and lithologic factors, extensive field survey was made during the bank-full monsoon period. The principal component analysis between the hydraulic variables and meandering components suggests that the hydraulic factors of Nagar more effectively control the bend structure of the river, whereas the lithology of the Kulik river controls the meandering planforms. The meander patterns have shown significant transition flowing over different lithologies of grainsize combinations. The statistical prediction based on the hydraulic functions was used to predict the future possible changes in meandering planform. Moreover, the implication of the result was validated with the past century changes and thus can be suitable for the river management practices. In general, the meandering dimensions (in terms of λ, Am and Rc) are found to be maximized when finer materials are prevalent and vice-versa.KEYWORDS: Meander geometryhydraulic controlGrainsize statisticssoil grain phi scale (Φ) AcknowledgementsThe authors are grateful to the local people for their support during the field survey.Disclosure statementAuthors state that they have no known conflict of interest financially or academically that would influence the research work.CRediT authorship contribution statementPranay Paul: Data curation, Formal analysis, Investigation, Methodology, Visualization, Writing – original draft & Validation, Review & editing. Biswajit Das: Data curation & Investigation. Nanigopal Sarkar: Data curation, Formal analysis. Rumki Sarkar: Data Curation, Investigation, Conceptualization, Methodology, Resources, Supervision, Validation, Review & editing.Additional informationFundingThe authors did not receive any financial support from any profit or non-profit organization to conduct the research work.","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ISH Journal of Hydraulic Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/09715010.2023.2269127","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

ABSTRACTThe present work aims to evaluate the controlling factor of meander geometry in the alluvial rivers. The assimilation of lithologic and hydraulic analysis of the meandering channels puts new insight to the understanding of the meander geometry. The study compares two highly contrasting meandering rivers of Nagar and Kulik in the Lower Nagar Basin, India. To assess the connection between the meandering nature with the hydraulic and lithologic factors, extensive field survey was made during the bank-full monsoon period. The principal component analysis between the hydraulic variables and meandering components suggests that the hydraulic factors of Nagar more effectively control the bend structure of the river, whereas the lithology of the Kulik river controls the meandering planforms. The meander patterns have shown significant transition flowing over different lithologies of grainsize combinations. The statistical prediction based on the hydraulic functions was used to predict the future possible changes in meandering planform. Moreover, the implication of the result was validated with the past century changes and thus can be suitable for the river management practices. In general, the meandering dimensions (in terms of λ, Am and Rc) are found to be maximized when finer materials are prevalent and vice-versa.KEYWORDS: Meander geometryhydraulic controlGrainsize statisticssoil grain phi scale (Φ) AcknowledgementsThe authors are grateful to the local people for their support during the field survey.Disclosure statementAuthors state that they have no known conflict of interest financially or academically that would influence the research work.CRediT authorship contribution statementPranay Paul: Data curation, Formal analysis, Investigation, Methodology, Visualization, Writing – original draft & Validation, Review & editing. Biswajit Das: Data curation & Investigation. Nanigopal Sarkar: Data curation, Formal analysis. Rumki Sarkar: Data Curation, Investigation, Conceptualization, Methodology, Resources, Supervision, Validation, Review & editing.Additional informationFundingThe authors did not receive any financial support from any profit or non-profit organization to conduct the research work.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
下纳格尔盆地活动洪泛平原曲流几何特征对水力和岩性控制的响应
摘要本文旨在探讨冲积河流曲流形态的控制因素。通过对曲流河道的岩性和水力分析,对曲流河道的几何形态有了新的认识。该研究比较了印度纳加尔盆地下游的纳加尔河和库利克河两条截然不同的蜿蜒河流。为评价曲流性质与水力、岩性因素的关系,在满岸季风期进行了广泛的野外调查。水力变量与曲流分量的主成分分析表明,纳加尔河的水力因素更有效地控制了河流的弯曲构造,而库力克河的岩性控制了曲流平台。曲流模式在不同岩性的粒度组合中表现出明显的转变。采用基于水力函数的统计预测方法对曲流平台未来可能发生的变化进行了预测。此外,该结果的意义与近百年来的变化相吻合,因此可以适用于河流管理实践。一般来说,当较细的材料普遍存在时,弯曲尺寸(以λ, Am和Rc表示)被发现是最大的,反之亦然。关键词:曲流几何;水力控制;粒度统计;土壤粒度尺度(Φ)披露声明作者声明他们没有已知的影响研究工作的经济或学术利益冲突。pranay Paul:数据管理,形式分析,调查,方法论,可视化,写作-原稿和验证,审查和编辑。Biswajit Das:数据管理和调查。Nanigopal Sarkar:数据管理,形式分析。Rumki Sarkar:数据管理,调查,概念化,方法论,资源,监督,验证,审查和编辑。作者没有从任何利润或非营利组织获得任何资金支持来进行研究工作。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
ISH Journal of Hydraulic Engineering
ISH Journal of Hydraulic Engineering Engineering-Civil and Structural Engineering
CiteScore
4.30
自引率
0.00%
发文量
59
期刊最新文献
Symmetrical fully coupled numerical model for efficient dam–reservoir interaction analysis in time domain A comparative study on the modeling of soil erosion by USLE, RUSLE, and USPED Potential impacts of saline groundwater pumping on seawater intrusion in a coastal aquifer system Evaluating the impact of porcupine systems in the flow field of the river: a hydrodynamic model study Analysis of morphometric characteristics and prioritization of micro watersheds of Karamnasa River Basin using remote sensing & GIS technique
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1