Pub Date : 2023-11-27DOI: 10.1080/24705357.2023.2284392
Ronaldo Adriano Alves, A. Rudke, Leila Droprinchinski Martins, Sueli Tavares de Melo Souza, Alessandro Botelho Bovo, Marcos Jeronimo Goroski Rambalducci, Jorge Alberto Martins
{"title":"Urban stormwater management from the perspective of nature-based solutions: a bibliometric review","authors":"Ronaldo Adriano Alves, A. Rudke, Leila Droprinchinski Martins, Sueli Tavares de Melo Souza, Alessandro Botelho Bovo, Marcos Jeronimo Goroski Rambalducci, Jorge Alberto Martins","doi":"10.1080/24705357.2023.2284392","DOIUrl":"https://doi.org/10.1080/24705357.2023.2284392","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"77 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139230666","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 : 2023-08-22DOI: 10.1080/24705357.2023.2248986
Kaylin Jones, A. Cotel
{"title":"Low-cost field particle image velocimetry for quantifying environmental turbulence","authors":"Kaylin Jones, A. Cotel","doi":"10.1080/24705357.2023.2248986","DOIUrl":"https://doi.org/10.1080/24705357.2023.2248986","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"14 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78672244","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 : 2023-06-26DOI: 10.1080/24705357.2023.2225521
Sandipan Ghosh
Abstract The spatial prediction of flood inundation, in the monsoon months (July–October), around the downstream southern part of the Damodar River Basin (Hooghly and Howrah districts of West Bengal) is very uncertain due to analytical lack of database, channel hydraulics and steady or unsteady flow anomaly. Using techniques of flood hydrology and HEC-RAS module of flood prediction, this study estimated the critical hydrological range of recurrent floods (1651–1822 m3 s−1 peak discharge) which are annually observed in the low-lying active floodplains of lower basin. The four days heavy rainfall (52.5 to 268 mm), yielded a runoff range of 10–207 mm which triggered maximum discharge of 7035 m3 s−1, causing havoc flood at downstream. There is possibility of channel shifting and embankmnet breaching during floods in the Mundeswari and Damodar/Amta channel, as Unit Stream Power can exceed 30 Wm−2 in tweleve cross-section stations. During 5-year and 10-year flood event (6676 m3 s−1) the floodplain inundation depth can reach 4–12 m in the Khanakul, and Udaynarayanpur region, having maximum chance of overbank flow. The most vulnerable site of embankment failure and overbank flow is stretch between Rajbalhat and Udaynarayanpur where the flood depth can cross 10 m limit for the critical discharge of 1811 m3 s−1. The flood risk is aggravated because within 42.5 km stretch of lower Damodar the channel can accommodate maximum flow of 1378 m3 s−1 (average flow area of 687 m2) at upstream cross-sections, but at downstream cross-sections the carrying capacity of channel is reduced to 1081 m3 s−1 (21.55 percent reduction) due to increasing siltation and decreasing average flow area (478 m2).
{"title":"Flood dynamics and its spatial prediction using open-channel hydraulics and hydrodynamic model in the dam-controlled river of India","authors":"Sandipan Ghosh","doi":"10.1080/24705357.2023.2225521","DOIUrl":"https://doi.org/10.1080/24705357.2023.2225521","url":null,"abstract":"Abstract The spatial prediction of flood inundation, in the monsoon months (July–October), around the downstream southern part of the Damodar River Basin (Hooghly and Howrah districts of West Bengal) is very uncertain due to analytical lack of database, channel hydraulics and steady or unsteady flow anomaly. Using techniques of flood hydrology and HEC-RAS module of flood prediction, this study estimated the critical hydrological range of recurrent floods (1651–1822 m3 s−1 peak discharge) which are annually observed in the low-lying active floodplains of lower basin. The four days heavy rainfall (52.5 to 268 mm), yielded a runoff range of 10–207 mm which triggered maximum discharge of 7035 m3 s−1, causing havoc flood at downstream. There is possibility of channel shifting and embankmnet breaching during floods in the Mundeswari and Damodar/Amta channel, as Unit Stream Power can exceed 30 Wm−2 in tweleve cross-section stations. During 5-year and 10-year flood event (6676 m3 s−1) the floodplain inundation depth can reach 4–12 m in the Khanakul, and Udaynarayanpur region, having maximum chance of overbank flow. The most vulnerable site of embankment failure and overbank flow is stretch between Rajbalhat and Udaynarayanpur where the flood depth can cross 10 m limit for the critical discharge of 1811 m3 s−1. The flood risk is aggravated because within 42.5 km stretch of lower Damodar the channel can accommodate maximum flow of 1378 m3 s−1 (average flow area of 687 m2) at upstream cross-sections, but at downstream cross-sections the carrying capacity of channel is reduced to 1081 m3 s−1 (21.55 percent reduction) due to increasing siltation and decreasing average flow area (478 m2).","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"452 1","pages":"171 - 191"},"PeriodicalIF":0.0,"publicationDate":"2023-06-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76684858","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 : 2023-04-27DOI: 10.1080/24705357.2023.2204107
Eiji Yauchi, Shun Wakabayashi, R. Oda
{"title":"Forecasting green tide events in a semi-closed tidal flat using artificial intelligence and environmental big data","authors":"Eiji Yauchi, Shun Wakabayashi, R. Oda","doi":"10.1080/24705357.2023.2204107","DOIUrl":"https://doi.org/10.1080/24705357.2023.2204107","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78392276","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 : 2023-04-23DOI: 10.1080/24705357.2023.2204087
A. Monsalve, E. Yager, D. Tonina
{"title":"Evaluating Apple iPhone LiDAR measurements of topography and roughness elements in coarse bedded streams","authors":"A. Monsalve, E. Yager, D. Tonina","doi":"10.1080/24705357.2023.2204087","DOIUrl":"https://doi.org/10.1080/24705357.2023.2204087","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87029350","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 : 2023-03-23DOI: 10.1080/24705357.2023.2189168
J. Hooke
Abstract Vegetation can have a particularly strong effect on hydraulics and processes in dryland, ephemeral channels, where plants often occupy the channel bed. To understand the hydraulics, feedback effects and ecological dynamics for use in modelling and management, data on flow effects and vegetation dynamics are needed. Evidence from sites in southeast Spain, monitored for decades, is analysed here in relation to an extreme flood in September 2012 to identify thresholds for damage and destruction of plants, to assess rates of recovery, and to quantify effects of varying vegetation density and height on channel hydraulics. Repeated quadrat measurements provide data on vegetation cover, health and heights of plants, and were analysed in relation to measured flow stage and cross-section topographic surveys before, after and since the 2012 flood. Much of the vegetation was destroyed in the flood event, including the dominant Retama, resetting the vegetation. Threshold levels of shear stress for mortality and removal of the plants have been calculated. Rates of recovery have varied spatially, with little regrowth in main channels or on elevated floodplains, but strong growth occurring on bars. The different degrees of vegetation cover and height are calculated to have a very large effect on the flow hydraulics. The results support the proposal that dense vegetation cover can be highly effective in channel management by slowing flow, reducing erosion and increasing sedimentation.
{"title":"Flood impacts on vegetation and hydraulics in ephemeral channels and dynamics of recovery","authors":"J. Hooke","doi":"10.1080/24705357.2023.2189168","DOIUrl":"https://doi.org/10.1080/24705357.2023.2189168","url":null,"abstract":"Abstract Vegetation can have a particularly strong effect on hydraulics and processes in dryland, ephemeral channels, where plants often occupy the channel bed. To understand the hydraulics, feedback effects and ecological dynamics for use in modelling and management, data on flow effects and vegetation dynamics are needed. Evidence from sites in southeast Spain, monitored for decades, is analysed here in relation to an extreme flood in September 2012 to identify thresholds for damage and destruction of plants, to assess rates of recovery, and to quantify effects of varying vegetation density and height on channel hydraulics. Repeated quadrat measurements provide data on vegetation cover, health and heights of plants, and were analysed in relation to measured flow stage and cross-section topographic surveys before, after and since the 2012 flood. Much of the vegetation was destroyed in the flood event, including the dominant Retama, resetting the vegetation. Threshold levels of shear stress for mortality and removal of the plants have been calculated. Rates of recovery have varied spatially, with little regrowth in main channels or on elevated floodplains, but strong growth occurring on bars. The different degrees of vegetation cover and height are calculated to have a very large effect on the flow hydraulics. The results support the proposal that dense vegetation cover can be highly effective in channel management by slowing flow, reducing erosion and increasing sedimentation.","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"15 1","pages":"89 - 104"},"PeriodicalIF":0.0,"publicationDate":"2023-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82017089","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 : 2023-03-09DOI: 10.1080/24705357.2023.2176376
Kevin B. Mulligan, M. Rojas, B. Towler, B. Lake, R. Palmer
{"title":"Wall diffuser velocity effects on American Shad (Alosa sapidissima) inside a fishway entrance channel","authors":"Kevin B. Mulligan, M. Rojas, B. Towler, B. Lake, R. Palmer","doi":"10.1080/24705357.2023.2176376","DOIUrl":"https://doi.org/10.1080/24705357.2023.2176376","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"32 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-03-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90869865","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 : 2023-02-13DOI: 10.1080/24705357.2023.2176375
Loreta Cornacchia, Garance Lapetoule, S. Licci, Hugo Basquin, S. Puijalon
Abstract Vegetation in freshwater and coastal ecosystems modifies flows, retains sediment, protects banks and shorelines from erosion. Hydraulic laboratory studies with live vegetation or artificial plant mimics, or numerical models with abstracted patches, are often used to quantify the effects of vegetation on water flow and sedimentation. However, the choice of plant and patch characteristics is often not supported by field observations of patch dimensions, density or spacing between consecutive patches. The discrepancy between plants in natural conditions and in flume experiments or numerical studies may affect the relevance of these findings for natural ecosystems. In this study, we provide guidelines for building realistic vegetation patches in hydraulic studies. We collected data on four species of fully submerged freshwater aquatic macrophytes that can grow into well-defined patches. We considered three relevant levels: individual plants (inside patches), isolated patches and multiple neighbouring patches. At the plant level, we observed significant differences in biomechanical traits (Young’s modulus, flexural stiffness), resulting in stem Cauchy numbers ranging from 85.25 to 325.84, and leaf Cauchy numbers from 163.81 to 2003.97. At the patch level, we found significant relationships between patch length, width and height, showing covariation among different patch characteristics. The relationships among patch dimensions differed significantly among sampling sites for three of the four species, suggesting high intraspecific variability in patch sizes. By providing a first set of guidelines for choosing correct and ecologically relevant plant characteristics, this dataset aims to improve our understanding of the complex processes occurring inside and around submerged vegetated patches.
{"title":"How to build vegetation patches in hydraulic studies: a hydrodynamic-ecological perspective on a biological object","authors":"Loreta Cornacchia, Garance Lapetoule, S. Licci, Hugo Basquin, S. Puijalon","doi":"10.1080/24705357.2023.2176375","DOIUrl":"https://doi.org/10.1080/24705357.2023.2176375","url":null,"abstract":"Abstract Vegetation in freshwater and coastal ecosystems modifies flows, retains sediment, protects banks and shorelines from erosion. Hydraulic laboratory studies with live vegetation or artificial plant mimics, or numerical models with abstracted patches, are often used to quantify the effects of vegetation on water flow and sedimentation. However, the choice of plant and patch characteristics is often not supported by field observations of patch dimensions, density or spacing between consecutive patches. The discrepancy between plants in natural conditions and in flume experiments or numerical studies may affect the relevance of these findings for natural ecosystems. In this study, we provide guidelines for building realistic vegetation patches in hydraulic studies. We collected data on four species of fully submerged freshwater aquatic macrophytes that can grow into well-defined patches. We considered three relevant levels: individual plants (inside patches), isolated patches and multiple neighbouring patches. At the plant level, we observed significant differences in biomechanical traits (Young’s modulus, flexural stiffness), resulting in stem Cauchy numbers ranging from 85.25 to 325.84, and leaf Cauchy numbers from 163.81 to 2003.97. At the patch level, we found significant relationships between patch length, width and height, showing covariation among different patch characteristics. The relationships among patch dimensions differed significantly among sampling sites for three of the four species, suggesting high intraspecific variability in patch sizes. By providing a first set of guidelines for choosing correct and ecologically relevant plant characteristics, this dataset aims to improve our understanding of the complex processes occurring inside and around submerged vegetated patches.","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"34 1","pages":"105 - 120"},"PeriodicalIF":0.0,"publicationDate":"2023-02-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80356030","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 : 2023-01-16DOI: 10.1080/24705357.2022.2162987
Rocko A. Brown, K. Sellheim, Jesse T. Anderson, J. Merz
{"title":"Chinook Salmon habitat evolution following river restoration, drought, and flood","authors":"Rocko A. Brown, K. Sellheim, Jesse T. Anderson, J. Merz","doi":"10.1080/24705357.2022.2162987","DOIUrl":"https://doi.org/10.1080/24705357.2022.2162987","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-01-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85942815","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 : 2023-01-04DOI: 10.1080/24705357.2022.2162988
D. García de Jalón, Daniel Díaz-Alba, V. Martínez-fernández, Paula Lucía-Núñez, M. González del Tánago
{"title":"Exploring willow decline in an over-greening riparian corridor (River Jarama, Spain)","authors":"D. García de Jalón, Daniel Díaz-Alba, V. Martínez-fernández, Paula Lucía-Núñez, M. González del Tánago","doi":"10.1080/24705357.2022.2162988","DOIUrl":"https://doi.org/10.1080/24705357.2022.2162988","url":null,"abstract":"","PeriodicalId":93201,"journal":{"name":"Journal of ecohydraulics","volume":"7 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-01-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78793567","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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