Susceptibility to rill erosion of a 12-year-old soil reconstructed after coal mining
For coal extraction, soil must be excavated and removed from the surface, with possible negative environmental impacts, for example, soil disruption and increased erosion. Soils constructed after coal mining may be affected by an intense process of rill erosion. The purpose of this study was to esti...
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Veröffentlicht in: | International journal of river basin management 2016-10, Vol.14 (4), p.379-384 |
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creator | da Silva, Luís Fernando Cassol, Elemar Antonino Murliki, Joelma Divina da Silva, Bruno Predebon Pandolfo, Miguel Licks |
description | For coal extraction, soil must be excavated and removed from the surface, with possible negative environmental impacts, for example, soil disruption and increased erosion. Soils constructed after coal mining may be affected by an intense process of rill erosion. The purpose of this study was to estimate the soil detachment rate resulting from the flow concentrated in rills and determine the critical shear stress and rill erodibility factor in the laboratory. The tests were performed with samples from the 0-0.20 m layer of a soil constructed 12 years earlier in a coal mining area in Candiota, in the south of Brazil. In this experiment, an increase of soil detachment rates in rills was observed when the surface flow increased up to a rate of 17.5 L min
−1
, due to higher flow shear stress. The rill erodibility factor (0.0044 kg N
−1
s
−1
) was derived from the adjusted linear relationship between the flow shear stress and rill detachment rate. The critical shear stress of the soil was 0.432 Pa. Any flow shear stress in the rill exceeding this value causes soil detachment in the rills. |
doi_str_mv | 10.1080/15715124.2016.1193507 |
format | Article |
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−1
, due to higher flow shear stress. The rill erodibility factor (0.0044 kg N
−1
s
−1
) was derived from the adjusted linear relationship between the flow shear stress and rill detachment rate. The critical shear stress of the soil was 0.432 Pa. Any flow shear stress in the rill exceeding this value causes soil detachment in the rills.</description><identifier>ISSN: 1571-5124</identifier><identifier>EISSN: 1814-2060</identifier><identifier>DOI: 10.1080/15715124.2016.1193507</identifier><language>eng</language><publisher>Abingdon: Taylor & Francis</publisher><subject>Coal mines ; Coal mining ; critical shear stress ; Detachment ; Erosion ; Freshwater ; Mining ; rill erodibility factor ; Shear stress ; Soil detachment in rills ; Soil erosion ; Soil stresses ; Water management</subject><ispartof>International journal of river basin management, 2016-10, Vol.14 (4), p.379-384</ispartof><rights>2016 International Association for Hydro-Environment Engineering and Research 2016</rights><rights>2016 International Association for Hydro-Environment Engineering and Research</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c404t-6fe4d6db095c9a8eda08c129a462b91b3651928e5228230565001c82c5537e883</citedby><cites>FETCH-LOGICAL-c404t-6fe4d6db095c9a8eda08c129a462b91b3651928e5228230565001c82c5537e883</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.tandfonline.com/doi/pdf/10.1080/15715124.2016.1193507$$EPDF$$P50$$Ginformaworld$$H</linktopdf><linktohtml>$$Uhttps://www.tandfonline.com/doi/full/10.1080/15715124.2016.1193507$$EHTML$$P50$$Ginformaworld$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,59647,60436</link.rule.ids></links><search><creatorcontrib>da Silva, Luís Fernando</creatorcontrib><creatorcontrib>Cassol, Elemar Antonino</creatorcontrib><creatorcontrib>Murliki, Joelma Divina</creatorcontrib><creatorcontrib>da Silva, Bruno Predebon</creatorcontrib><creatorcontrib>Pandolfo, Miguel Licks</creatorcontrib><title>Susceptibility to rill erosion of a 12-year-old soil reconstructed after coal mining</title><title>International journal of river basin management</title><description>For coal extraction, soil must be excavated and removed from the surface, with possible negative environmental impacts, for example, soil disruption and increased erosion. Soils constructed after coal mining may be affected by an intense process of rill erosion. The purpose of this study was to estimate the soil detachment rate resulting from the flow concentrated in rills and determine the critical shear stress and rill erodibility factor in the laboratory. The tests were performed with samples from the 0-0.20 m layer of a soil constructed 12 years earlier in a coal mining area in Candiota, in the south of Brazil. In this experiment, an increase of soil detachment rates in rills was observed when the surface flow increased up to a rate of 17.5 L min
−1
, due to higher flow shear stress. The rill erodibility factor (0.0044 kg N
−1
s
−1
) was derived from the adjusted linear relationship between the flow shear stress and rill detachment rate. The critical shear stress of the soil was 0.432 Pa. Any flow shear stress in the rill exceeding this value causes soil detachment in the rills.</description><subject>Coal mines</subject><subject>Coal mining</subject><subject>critical shear stress</subject><subject>Detachment</subject><subject>Erosion</subject><subject>Freshwater</subject><subject>Mining</subject><subject>rill erodibility factor</subject><subject>Shear stress</subject><subject>Soil detachment in rills</subject><subject>Soil erosion</subject><subject>Soil stresses</subject><subject>Water management</subject><issn>1571-5124</issn><issn>1814-2060</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqNkc1LxDAQxYsouH78CULAi5euM2nSTW_K4hcseHA9h2yaSpa0WZMU6X9vy64XD-Jp5vB7jzfzsuwKYY4g4Bb5AjlSNqeA5RyxKjgsjrIZCmQ5hRKOx31k8gk6zc5i3ALwkjOYZeu3PmqzS3ZjnU0DSZ4E6xwxwUfrO-IbogjSfDAq5N7VJHrrSDDadzGFXidTE9UkE4j2ypHWdrb7uMhOGuWiuTzM8-z98WG9fM5Xr08vy_tVrhmwlJeNYXVZb6DiulLC1AqERlopVtJNhZui5FhRYTilghZTYgDUgmrOi4URojjPbva-u-A_exOTbO14jXOqM76PEitglAGU_0JxwQDZhF7_Qre-D914iMQxB2UFRz5SfE_p8VMxmEbugm1VGCSCnGqRP7XIqRZ5qGXU3e11tmt8aNWXD66WSQ3OhyaoTtsoi78tvgF6DJEP</recordid><startdate>20161001</startdate><enddate>20161001</enddate><creator>da Silva, Luís Fernando</creator><creator>Cassol, Elemar Antonino</creator><creator>Murliki, Joelma Divina</creator><creator>da Silva, Bruno Predebon</creator><creator>Pandolfo, Miguel Licks</creator><general>Taylor & Francis</general><general>Taylor & Francis Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>H97</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope></search><sort><creationdate>20161001</creationdate><title>Susceptibility to rill erosion of a 12-year-old soil reconstructed after coal mining</title><author>da Silva, Luís Fernando ; Cassol, Elemar Antonino ; Murliki, Joelma Divina ; da Silva, Bruno Predebon ; Pandolfo, Miguel Licks</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c404t-6fe4d6db095c9a8eda08c129a462b91b3651928e5228230565001c82c5537e883</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Coal mines</topic><topic>Coal mining</topic><topic>critical shear stress</topic><topic>Detachment</topic><topic>Erosion</topic><topic>Freshwater</topic><topic>Mining</topic><topic>rill erodibility factor</topic><topic>Shear stress</topic><topic>Soil detachment in rills</topic><topic>Soil erosion</topic><topic>Soil stresses</topic><topic>Water management</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>da Silva, Luís Fernando</creatorcontrib><creatorcontrib>Cassol, Elemar Antonino</creatorcontrib><creatorcontrib>Murliki, Joelma Divina</creatorcontrib><creatorcontrib>da Silva, Bruno Predebon</creatorcontrib><creatorcontrib>Pandolfo, Miguel Licks</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>International journal of river basin management</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>da Silva, Luís Fernando</au><au>Cassol, Elemar Antonino</au><au>Murliki, Joelma Divina</au><au>da Silva, Bruno Predebon</au><au>Pandolfo, Miguel Licks</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Susceptibility to rill erosion of a 12-year-old soil reconstructed after coal mining</atitle><jtitle>International journal of river basin management</jtitle><date>2016-10-01</date><risdate>2016</risdate><volume>14</volume><issue>4</issue><spage>379</spage><epage>384</epage><pages>379-384</pages><issn>1571-5124</issn><eissn>1814-2060</eissn><abstract>For coal extraction, soil must be excavated and removed from the surface, with possible negative environmental impacts, for example, soil disruption and increased erosion. Soils constructed after coal mining may be affected by an intense process of rill erosion. The purpose of this study was to estimate the soil detachment rate resulting from the flow concentrated in rills and determine the critical shear stress and rill erodibility factor in the laboratory. The tests were performed with samples from the 0-0.20 m layer of a soil constructed 12 years earlier in a coal mining area in Candiota, in the south of Brazil. In this experiment, an increase of soil detachment rates in rills was observed when the surface flow increased up to a rate of 17.5 L min
−1
, due to higher flow shear stress. The rill erodibility factor (0.0044 kg N
−1
s
−1
) was derived from the adjusted linear relationship between the flow shear stress and rill detachment rate. The critical shear stress of the soil was 0.432 Pa. Any flow shear stress in the rill exceeding this value causes soil detachment in the rills.</abstract><cop>Abingdon</cop><pub>Taylor & Francis</pub><doi>10.1080/15715124.2016.1193507</doi><tpages>6</tpages></addata></record> |
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source | Taylor & Francis:Master (3349 titles) |
subjects | Coal mines Coal mining critical shear stress Detachment Erosion Freshwater Mining rill erodibility factor Shear stress Soil detachment in rills Soil erosion Soil stresses Water management |
title | Susceptibility to rill erosion of a 12-year-old soil reconstructed after coal mining |
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