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A field investigation on rill development and flow hydrodynamics under different upslope inflow and slope gradient conditions
Few studies focus on the quantitative impact of upslope inflow rate and slope gradient on rill development and erosion processes. Field plot experiments under varying inflow rates (6–36 L min−1m−1) and slope gradients (26, 42 and 57%) were conducted to address this issue. The results showed soil los...
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Published in: | Hydrology Research 2020-10, Vol.51 (5), p.1201-1220 |
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description | Few studies focus on the quantitative impact of upslope inflow rate and slope gradient on rill development and erosion processes. Field plot experiments under varying inflow rates (6–36 L min−1m−1) and slope gradients (26, 42 and 57%) were conducted to address this issue. The results showed soil loss rates significantly demonstrated temporal variability in relevance to the rill developing process. Rill erosion and its contribution to soil loss increased with increasing inflow rates and slope gradients by power functions. There was a threshold inflow discharge (12–24 L min−1m−1), under which, rill erosion became the dominant erosion pattern. At the initial stage, downcutting of rill bottom and headward erosion were obvious, whereas rill broadening was significant at the actively rill developing period. Rill density increased with slope gradient increasing from 26% to 42%, and then decreased. For the 57% slope under high inflow rates (24–36 L min−1m−1), gravity caused an increase in the collapse of rills. Mean rill width increased with increasing inflow rates but decreased as slope gradients increased, while mean rill depth increased with increasing inflow rates and slope gradients. Stream power and rill flow velocity were the best hydrodynamic parameter to simulate rill erosion and rill morphology, respectively. |
doi_str_mv | 10.2166/nh.2020.168 |
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Field plot experiments under varying inflow rates (6–36 L min−1m−1) and slope gradients (26, 42 and 57%) were conducted to address this issue. The results showed soil loss rates significantly demonstrated temporal variability in relevance to the rill developing process. Rill erosion and its contribution to soil loss increased with increasing inflow rates and slope gradients by power functions. There was a threshold inflow discharge (12–24 L min−1m−1), under which, rill erosion became the dominant erosion pattern. At the initial stage, downcutting of rill bottom and headward erosion were obvious, whereas rill broadening was significant at the actively rill developing period. Rill density increased with slope gradient increasing from 26% to 42%, and then decreased. For the 57% slope under high inflow rates (24–36 L min−1m−1), gravity caused an increase in the collapse of rills. Mean rill width increased with increasing inflow rates but decreased as slope gradients increased, while mean rill depth increased with increasing inflow rates and slope gradients. Stream power and rill flow velocity were the best hydrodynamic parameter to simulate rill erosion and rill morphology, respectively.</description><identifier>ISSN: 0029-1277</identifier><identifier>ISSN: 1998-9563</identifier><identifier>EISSN: 2224-7955</identifier><identifier>DOI: 10.2166/nh.2020.168</identifier><language>eng</language><publisher>London: IWA Publishing</publisher><subject>Erosion processes ; Field investigations ; flow hydrodynamics ; Flow velocity ; Fluid dynamics ; Fluid flow ; Fluid mechanics ; Gradients ; Gravity ; Hydraulics ; Hydrodynamics ; Inflow ; Morphology ; Reynolds number ; rill development ; Rill erosion ; rill morphology ; Rills ; Runoff ; Sediment transport ; Shear stress ; slope gradient ; Slope gradients ; Slopes ; Soil ; Soil erosion ; Soil loss ; Temporal variability ; Temporal variations ; Topography ; upslope inflow rate</subject><ispartof>Hydrology Research, 2020-10, Vol.51 (5), p.1201-1220</ispartof><rights>Copyright IWA Publishing Oct 2020</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c364t-fcbb109b5e7a9c2215551a1e056a31d0fc643be292a82b5dd1bfce481a0ff1333</citedby><cites>FETCH-LOGICAL-c364t-fcbb109b5e7a9c2215551a1e056a31d0fc643be292a82b5dd1bfce481a0ff1333</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Tian, Pei</creatorcontrib><creatorcontrib>Pan, Chengzhong</creatorcontrib><creatorcontrib>Xu, Xinyi</creatorcontrib><creatorcontrib>Wu, Tieniu</creatorcontrib><creatorcontrib>Yang, Tiantian</creatorcontrib><creatorcontrib>Zhang, Lujun</creatorcontrib><title>A field investigation on rill development and flow hydrodynamics under different upslope inflow and slope gradient conditions</title><title>Hydrology Research</title><description>Few studies focus on the quantitative impact of upslope inflow rate and slope gradient on rill development and erosion processes. Field plot experiments under varying inflow rates (6–36 L min−1m−1) and slope gradients (26, 42 and 57%) were conducted to address this issue. The results showed soil loss rates significantly demonstrated temporal variability in relevance to the rill developing process. Rill erosion and its contribution to soil loss increased with increasing inflow rates and slope gradients by power functions. There was a threshold inflow discharge (12–24 L min−1m−1), under which, rill erosion became the dominant erosion pattern. At the initial stage, downcutting of rill bottom and headward erosion were obvious, whereas rill broadening was significant at the actively rill developing period. Rill density increased with slope gradient increasing from 26% to 42%, and then decreased. For the 57% slope under high inflow rates (24–36 L min−1m−1), gravity caused an increase in the collapse of rills. Mean rill width increased with increasing inflow rates but decreased as slope gradients increased, while mean rill depth increased with increasing inflow rates and slope gradients. Stream power and rill flow velocity were the best hydrodynamic parameter to simulate rill erosion and rill morphology, respectively.</description><subject>Erosion processes</subject><subject>Field investigations</subject><subject>flow hydrodynamics</subject><subject>Flow velocity</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fluid mechanics</subject><subject>Gradients</subject><subject>Gravity</subject><subject>Hydraulics</subject><subject>Hydrodynamics</subject><subject>Inflow</subject><subject>Morphology</subject><subject>Reynolds number</subject><subject>rill development</subject><subject>Rill erosion</subject><subject>rill morphology</subject><subject>Rills</subject><subject>Runoff</subject><subject>Sediment transport</subject><subject>Shear stress</subject><subject>slope gradient</subject><subject>Slope gradients</subject><subject>Slopes</subject><subject>Soil</subject><subject>Soil erosion</subject><subject>Soil loss</subject><subject>Temporal variability</subject><subject>Temporal variations</subject><subject>Topography</subject><subject>upslope inflow rate</subject><issn>0029-1277</issn><issn>1998-9563</issn><issn>2224-7955</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNo9kU9rGzEQxUVJoU7aU7-AIMewrjTSanePITR_INBLexZaaWTLrCVXWqf4kO9erV0KgkHDb94b5hHylbM1cKW-xe0aGLA1V_0HsgIA2XRD216RFWMwNBy67hO5LmVXv0oOYkXe76kPODka4huWOWzMHFKk9eUwTdThG07psMc4UxMd9VP6Q7cnl5M7RbMPttBjdJipC95jXrDjodQJrIJneJm6NDbZuLAQNkUXFpvymXz0Zir45V-9Ib8ev_98eG5efzy9PNy_NlYoOTfejiNnw9hiZwYLwNu25YYja5UR3DFvlRQjwgCmh7F1jo_eouy5Yd5zIcQNebnoumR2-pDD3uSTTibocyPljTZ5DnZCrSQ61fHFRUgphx459KPlKEfwaFjVur1oHXL6faw307t0zLGur0H2AhgTg6rU3YWyOZWS0f935UwvWem41UtWumYl_gKQ-Yk_</recordid><startdate>20201001</startdate><enddate>20201001</enddate><creator>Tian, Pei</creator><creator>Pan, Chengzhong</creator><creator>Xu, Xinyi</creator><creator>Wu, Tieniu</creator><creator>Yang, Tiantian</creator><creator>Zhang, Lujun</creator><general>IWA Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>L.G</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>DOA</scope></search><sort><creationdate>20201001</creationdate><title>A field investigation on rill development and flow hydrodynamics under different upslope inflow and slope gradient conditions</title><author>Tian, Pei ; Pan, Chengzhong ; Xu, Xinyi ; Wu, Tieniu ; Yang, Tiantian ; Zhang, Lujun</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c364t-fcbb109b5e7a9c2215551a1e056a31d0fc643be292a82b5dd1bfce481a0ff1333</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Erosion processes</topic><topic>Field investigations</topic><topic>flow hydrodynamics</topic><topic>Flow velocity</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Fluid mechanics</topic><topic>Gradients</topic><topic>Gravity</topic><topic>Hydraulics</topic><topic>Hydrodynamics</topic><topic>Inflow</topic><topic>Morphology</topic><topic>Reynolds number</topic><topic>rill development</topic><topic>Rill erosion</topic><topic>rill morphology</topic><topic>Rills</topic><topic>Runoff</topic><topic>Sediment transport</topic><topic>Shear stress</topic><topic>slope gradient</topic><topic>Slope gradients</topic><topic>Slopes</topic><topic>Soil</topic><topic>Soil erosion</topic><topic>Soil loss</topic><topic>Temporal variability</topic><topic>Temporal variations</topic><topic>Topography</topic><topic>upslope inflow rate</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tian, Pei</creatorcontrib><creatorcontrib>Pan, Chengzhong</creatorcontrib><creatorcontrib>Xu, Xinyi</creatorcontrib><creatorcontrib>Wu, Tieniu</creatorcontrib><creatorcontrib>Yang, Tiantian</creatorcontrib><creatorcontrib>Zhang, Lujun</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Hydrology Research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tian, Pei</au><au>Pan, Chengzhong</au><au>Xu, Xinyi</au><au>Wu, Tieniu</au><au>Yang, Tiantian</au><au>Zhang, Lujun</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A field investigation on rill development and flow hydrodynamics under different upslope inflow and slope gradient conditions</atitle><jtitle>Hydrology Research</jtitle><date>2020-10-01</date><risdate>2020</risdate><volume>51</volume><issue>5</issue><spage>1201</spage><epage>1220</epage><pages>1201-1220</pages><issn>0029-1277</issn><issn>1998-9563</issn><eissn>2224-7955</eissn><abstract>Few studies focus on the quantitative impact of upslope inflow rate and slope gradient on rill development and erosion processes. Field plot experiments under varying inflow rates (6–36 L min−1m−1) and slope gradients (26, 42 and 57%) were conducted to address this issue. The results showed soil loss rates significantly demonstrated temporal variability in relevance to the rill developing process. Rill erosion and its contribution to soil loss increased with increasing inflow rates and slope gradients by power functions. There was a threshold inflow discharge (12–24 L min−1m−1), under which, rill erosion became the dominant erosion pattern. At the initial stage, downcutting of rill bottom and headward erosion were obvious, whereas rill broadening was significant at the actively rill developing period. Rill density increased with slope gradient increasing from 26% to 42%, and then decreased. For the 57% slope under high inflow rates (24–36 L min−1m−1), gravity caused an increase in the collapse of rills. Mean rill width increased with increasing inflow rates but decreased as slope gradients increased, while mean rill depth increased with increasing inflow rates and slope gradients. Stream power and rill flow velocity were the best hydrodynamic parameter to simulate rill erosion and rill morphology, respectively.</abstract><cop>London</cop><pub>IWA Publishing</pub><doi>10.2166/nh.2020.168</doi><tpages>20</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Erosion processes Field investigations flow hydrodynamics Flow velocity Fluid dynamics Fluid flow Fluid mechanics Gradients Gravity Hydraulics Hydrodynamics Inflow Morphology Reynolds number rill development Rill erosion rill morphology Rills Runoff Sediment transport Shear stress slope gradient Slope gradients Slopes Soil Soil erosion Soil loss Temporal variability Temporal variations Topography upslope inflow rate |
title | A field investigation on rill development and flow hydrodynamics under different upslope inflow and slope gradient conditions |
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