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DOI | 10.1029/2017WR021314 |
Reconstructing Depth-Averaged Open-Channel Flows Using Image Velocimetry and Photogrammetry | |
Piton, Guillaume1; Recking, Alain1; Le Coz, Jerome2; Bellot, Herve1; Hauet, Alexandre3; Jodeau, Magali4 | |
2018-06-01 | |
发表期刊 | WATER RESOURCES RESEARCH |
ISSN | 0043-1397 |
EISSN | 1944-7973 |
出版年 | 2018 |
卷号 | 54期号:6页码:4164-4179 |
文章类型 | Article |
语种 | 英语 |
国家 | France |
英文摘要 | Steep streams with massive sediment supply are among the most complex systems to study, even in the laboratory. Their shallow sediment-laden flows create self-adjusting bed geometries that evolve rapidly. Often, morphological changes and flow processes cannot be dissociated. Because these very shallow and unstable flows cannot be equipped with measurement sensors, image analysis techniques, such as photogrammetry (e.g., structure-from-motion, SfM) and large-scale particle image velocimetry (LSPIV), are interesting options for capturing the characteristics of these systems. The present work describes a complete procedure using both techniques to measure spatially distributed surface velocity and bed properties (deposit patterns, channel slope, and local roughness). The velocity data are used to assess the local flow directions along which the channel slope and roughness are extracted from the SfM digital elevation models. Fergusons variable power equation friction law, having been previously validated by comparison with approximately 100 local flow depth measurements, was used in a second step with the collected data to reconstruct a complete mapping of the depth-averaged flows, thereby enabling a comprehensive analysis of the hydrogeomorphic system where shallow water equations apply. The assumptions, details, use of the friction law with roughness standard deviation rather than diameter as parameter and limitations of the procedure as well as possible sources of errors are discussed here, along with possibilities for improvements. This affordable and simple-to-implement procedure can provide a large amount of data, allowing for a more comprehensive analysis of complex hydraulic systems. Plain Language Summary Steep-slope stream hydraulics are complicated and insufficiently known because fast, active, mobile, and profoundly correlated with massive sediment transport processes. Capturing data on such flows is complicated, although necessary to develop and validate models. Here we propose a combination of two image analysis methods (SfM and LSPIV) and an inverse procedure using a friction law to acquire thousands of flow observations. This affordable and simple to use method gives promising perspectives for other application in the still widely used flume experiments. |
英文关键词 | bed load retention basin flume experiment inverse method depth-averaged flows steep-slope streams |
领域 | 资源环境 |
收录类别 | SCI-E |
WOS记录号 | WOS:000440309900022 |
WOS关键词 | SURFACE VELOCITIES ; LOW-COST ; RIVER ; RESISTANCE ; BEDLOAD ; LSPIV ; FLOOD ; CHARACTERIZE ; CAPABILITIES ; ROUGHNESS |
WOS类目 | Environmental Sciences ; Limnology ; Water Resources |
WOS研究方向 | Environmental Sciences & Ecology ; Marine & Freshwater Biology ; Water Resources |
引用统计 | |
文献类型 | 期刊论文 |
条目标识符 | http://119.78.100.173/C666/handle/2XK7JSWQ/21611 |
专题 | 资源环境科学 |
作者单位 | 1.Univ Grenoble Alpes, Irstea, UR ETGR, St Martin Dheres, France; 2.Irstea, UR HHLY, Hydrol Hydraul, Villeurbanne, France; 3.Elect France, DTG, Grenoble, France; 4.Elect France, LNHE, Chatou, France |
推荐引用方式 GB/T 7714 | Piton, Guillaume,Recking, Alain,Le Coz, Jerome,et al. Reconstructing Depth-Averaged Open-Channel Flows Using Image Velocimetry and Photogrammetry[J]. WATER RESOURCES RESEARCH,2018,54(6):4164-4179. |
APA | Piton, Guillaume,Recking, Alain,Le Coz, Jerome,Bellot, Herve,Hauet, Alexandre,&Jodeau, Magali.(2018).Reconstructing Depth-Averaged Open-Channel Flows Using Image Velocimetry and Photogrammetry.WATER RESOURCES RESEARCH,54(6),4164-4179. |
MLA | Piton, Guillaume,et al."Reconstructing Depth-Averaged Open-Channel Flows Using Image Velocimetry and Photogrammetry".WATER RESOURCES RESEARCH 54.6(2018):4164-4179. |
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