Pub Date : 2023-02-24DOI: 10.1080/09715010.2023.2181673
Litan Barman, R. Prasad, B. Sivakumar
{"title":"Streamflow simulation using Soil and Water Assessment Tool (SWAT): application to Periyar River basin in India","authors":"Litan Barman, R. Prasad, B. Sivakumar","doi":"10.1080/09715010.2023.2181673","DOIUrl":"https://doi.org/10.1080/09715010.2023.2181673","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"63 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-02-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77802384","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-02-24DOI: 10.1080/09715010.2023.2181674
P. Unnikrishnan, Nidhin K, Sooraj Balan, M. M., R. Srinivas, D. S. Suresh Babu
{"title":"Evaluation of submarine groundwater discharge and associated beach groundwater dynamics","authors":"P. Unnikrishnan, Nidhin K, Sooraj Balan, M. M., R. Srinivas, D. S. Suresh Babu","doi":"10.1080/09715010.2023.2181674","DOIUrl":"https://doi.org/10.1080/09715010.2023.2181674","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-02-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89648001","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-02-21DOI: 10.1080/09715010.2023.2180329
Nazli Mirzaei, Ebrahim Asadi, Arefeh Gholizad, Ali Hosseinzadeh Dalir, A. Seyedzadeh
{"title":"Geometric characteristics of a cylindrical deflector above the end-sill of a stilling basin","authors":"Nazli Mirzaei, Ebrahim Asadi, Arefeh Gholizad, Ali Hosseinzadeh Dalir, A. Seyedzadeh","doi":"10.1080/09715010.2023.2180329","DOIUrl":"https://doi.org/10.1080/09715010.2023.2180329","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"15 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73949419","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-02-08DOI: 10.1080/09715010.2023.2173027
Aschalew Cherie Workneh, K. S. Hari Prasad, C. Ojha
{"title":"Elucidating the prediction capability of neural network model for estimation of crop water stress index of rice","authors":"Aschalew Cherie Workneh, K. S. Hari Prasad, C. Ojha","doi":"10.1080/09715010.2023.2173027","DOIUrl":"https://doi.org/10.1080/09715010.2023.2173027","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"90 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-02-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85921061","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-02-02DOI: 10.1080/09715010.2023.2173026
Sumaira Javaid, Waseem A. Bhat, R. Ahmed, Abid Farooq Rather, Syed Towseef Ahmad, P. Ahmed
{"title":"Assessing changing flow regime of upper and middle reaches of Narmada river using the indicators of hydrological alterations (IHA) metrics","authors":"Sumaira Javaid, Waseem A. Bhat, R. Ahmed, Abid Farooq Rather, Syed Towseef Ahmad, P. Ahmed","doi":"10.1080/09715010.2023.2173026","DOIUrl":"https://doi.org/10.1080/09715010.2023.2173026","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"92 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-02-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77772772","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-20DOI: 10.1080/09715010.2023.2166368
M. Muzzammil, J. Alam, Gaurav Gupta, M. Khalid
{"title":"Reliability-based assessment of scour at pier in gravel beds","authors":"M. Muzzammil, J. Alam, Gaurav Gupta, M. Khalid","doi":"10.1080/09715010.2023.2166368","DOIUrl":"https://doi.org/10.1080/09715010.2023.2166368","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"19 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-01-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81527530","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-19DOI: 10.1080/09715010.2023.2166369
Mohammad Reza Mihani, B. Rezaei
{"title":"Experimental study of the flow field in compound channels with converging and inclined floodplains","authors":"Mohammad Reza Mihani, B. Rezaei","doi":"10.1080/09715010.2023.2166369","DOIUrl":"https://doi.org/10.1080/09715010.2023.2166369","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"2611 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-01-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87537506","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-19DOI: 10.1080/09715010.2023.2166367
Seyyed Hossein Mojtahedi, M. Maghrebi
{"title":"Closed-form analytical solution for infinite-depth seepage below diversion dams considering the width of cutoff wall","authors":"Seyyed Hossein Mojtahedi, M. Maghrebi","doi":"10.1080/09715010.2023.2166367","DOIUrl":"https://doi.org/10.1080/09715010.2023.2166367","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"25 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-01-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72904331","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1080/09715010.2021.1985639
V. Rawat, T. Roshni, U. Kumar, Prakash Kumar Sinha
ABSTRACT The block ramps are characterized by large randomly dumped macro-rugged elements on the riverbed, which are aquatic-friendly river restoration structures used for stabilizing riverbed. A special case of loose block ramp (LBR) with varying slopes of (S = 0.1, 0.15, and 0.2) is considered to investigate the ramp stability and the ramp behavior in intermediate roughness conditions. Erosion of ramp material may affect the stability of the LBR, which may in turn leads to significant damages. The present paper addresses the factors that affect the flow resistance, relative submergence, and intensity of block movement for various flow regimes. It was found that the critical Shield’s stress increases with ramp slope, and the intensity of ramp motion is also expected to increase with the shear stress. The results indicated that friction resistance increases with relative submergence for the tested range of experiments. A comparison with several model predictions with uniform sediment transport indicates that relative roughness of block is responsible for increasing the critical Shield’s stress in the present experimental study.
{"title":"Unraveling flow hydraulics for intermediate roughness conditions in sediment motion over loose block ramps","authors":"V. Rawat, T. Roshni, U. Kumar, Prakash Kumar Sinha","doi":"10.1080/09715010.2021.1985639","DOIUrl":"https://doi.org/10.1080/09715010.2021.1985639","url":null,"abstract":"ABSTRACT The block ramps are characterized by large randomly dumped macro-rugged elements on the riverbed, which are aquatic-friendly river restoration structures used for stabilizing riverbed. A special case of loose block ramp (LBR) with varying slopes of (S = 0.1, 0.15, and 0.2) is considered to investigate the ramp stability and the ramp behavior in intermediate roughness conditions. Erosion of ramp material may affect the stability of the LBR, which may in turn leads to significant damages. The present paper addresses the factors that affect the flow resistance, relative submergence, and intensity of block movement for various flow regimes. It was found that the critical Shield’s stress increases with ramp slope, and the intensity of ramp motion is also expected to increase with the shear stress. The results indicated that friction resistance increases with relative submergence for the tested range of experiments. A comparison with several model predictions with uniform sediment transport indicates that relative roughness of block is responsible for increasing the critical Shield’s stress in the present experimental study.","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"281 1","pages":"24 - 30"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86006219","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-12-23DOI: 10.1080/09715010.2022.2149282
S. K. Singh, V. Das, S. Chaudhuri, K. Debnath
{"title":"Spatial variation of mean flow and turbulence characteristics within channel contraction – an experimental approach","authors":"S. K. Singh, V. Das, S. Chaudhuri, K. Debnath","doi":"10.1080/09715010.2022.2149282","DOIUrl":"https://doi.org/10.1080/09715010.2022.2149282","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":"21 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87996648","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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