Soil reuse effects on determination of saturated hydraulic conductivity of different loamy soils
Laboratory measurement of saturated hydraulic conductivity, Ks, of sieved and packed soil is important for many scientific purposes. A given soil mass can be used once or several times. Little is known of the dependence of the Ks data on the reuse of the same soil mass. For three loamy soils, this i...
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description | Laboratory measurement of saturated hydraulic conductivity, Ks, of sieved and packed soil is important for many scientific purposes. A given soil mass can be used once or several times. Little is known of the dependence of the Ks data on the reuse of the same soil mass. For three loamy soils, this investigation tested reuse effects of exactly the same soil mass on determination of Ks with the simplified falling head technique. For a given soil, the Ks values of 15 repacked soil samples were determined by using the same soil for a total of eight times. The means of Ks, initially equal to 45–159 mm/h, depending on the soil, decreased by nearly two or three times with the reuse of the same material, and they settled on values of 23–59 mm/h by the end of the experiment. Low, stable and little variable (coefficients of variation ≤15%) Ks values were obtained after the soil was used three to five times although there was some sign that stabilization of Ks could also require more reuses. The soil became finer with more reuses and the textural characteristics of the undispersed soil explained a large amount of the mean Ks results (coefficient of determination between means of Ks and the mean weight diameter = 0.65–0.76, depending on the soil). Taking into account that the best procedure for determination of Ks of sieved and packed soil samples yields the lowest variability of the individual Ks data, the conclusion was that a soil pre‐treatment including several wetting and drying cycles should be realized to obtain a soil mass usable repeatedly. The history of the used soil mass should be reported in the investigations dealing with sieved and repacked soil samples. |
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A given soil mass can be used once or several times. Little is known of the dependence of the Ks data on the reuse of the same soil mass. For three loamy soils, this investigation tested reuse effects of exactly the same soil mass on determination of Ks with the simplified falling head technique. For a given soil, the Ks values of 15 repacked soil samples were determined by using the same soil for a total of eight times. The means of Ks, initially equal to 45–159 mm/h, depending on the soil, decreased by nearly two or three times with the reuse of the same material, and they settled on values of 23–59 mm/h by the end of the experiment. Low, stable and little variable (coefficients of variation ≤15%) Ks values were obtained after the soil was used three to five times although there was some sign that stabilization of Ks could also require more reuses. The soil became finer with more reuses and the textural characteristics of the undispersed soil explained a large amount of the mean Ks results (coefficient of determination between means of Ks and the mean weight diameter = 0.65–0.76, depending on the soil). Taking into account that the best procedure for determination of Ks of sieved and packed soil samples yields the lowest variability of the individual Ks data, the conclusion was that a soil pre‐treatment including several wetting and drying cycles should be realized to obtain a soil mass usable repeatedly. The history of the used soil mass should be reported in the investigations dealing with sieved and repacked soil samples.</description><identifier>ISSN: 1351-0754</identifier><identifier>EISSN: 1365-2389</identifier><identifier>DOI: 10.1111/ejss.13454</identifier><language>eng</language><publisher>Oxford, UK: Blackwell Publishing Ltd</publisher><subject>Coefficient of variation ; Coefficients ; Diameters ; Europeans ; Hydraulic conductivity ; laboratory experiments ; Loam ; loam soils ; Mass ; materials ; measurement repeatability ; repacked soil sample preparation ; saturated hydraulic conductivity ; saturated soil hydraulic conductivity ; simplified falling head technique ; Soil ; Soil investigations ; soil manipulation ; soil sampling ; Soils ; testing ; wet-dry cycles</subject><ispartof>European journal of soil science, 2024-01, Vol.75 (1), p.n/a</ispartof><rights>2024 British Society of Soil Science.</rights><rights>2024. This article is published under http://creativecommons.org/licenses/by-nc-nd/4.0/ (the “License”). 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A given soil mass can be used once or several times. Little is known of the dependence of the Ks data on the reuse of the same soil mass. For three loamy soils, this investigation tested reuse effects of exactly the same soil mass on determination of Ks with the simplified falling head technique. For a given soil, the Ks values of 15 repacked soil samples were determined by using the same soil for a total of eight times. The means of Ks, initially equal to 45–159 mm/h, depending on the soil, decreased by nearly two or three times with the reuse of the same material, and they settled on values of 23–59 mm/h by the end of the experiment. Low, stable and little variable (coefficients of variation ≤15%) Ks values were obtained after the soil was used three to five times although there was some sign that stabilization of Ks could also require more reuses. The soil became finer with more reuses and the textural characteristics of the undispersed soil explained a large amount of the mean Ks results (coefficient of determination between means of Ks and the mean weight diameter = 0.65–0.76, depending on the soil). Taking into account that the best procedure for determination of Ks of sieved and packed soil samples yields the lowest variability of the individual Ks data, the conclusion was that a soil pre‐treatment including several wetting and drying cycles should be realized to obtain a soil mass usable repeatedly. The history of the used soil mass should be reported in the investigations dealing with sieved and repacked soil samples.</description><subject>Coefficient of variation</subject><subject>Coefficients</subject><subject>Diameters</subject><subject>Europeans</subject><subject>Hydraulic conductivity</subject><subject>laboratory experiments</subject><subject>Loam</subject><subject>loam soils</subject><subject>Mass</subject><subject>materials</subject><subject>measurement repeatability</subject><subject>repacked soil sample preparation</subject><subject>saturated hydraulic conductivity</subject><subject>saturated soil hydraulic conductivity</subject><subject>simplified falling head technique</subject><subject>Soil</subject><subject>Soil investigations</subject><subject>soil manipulation</subject><subject>soil sampling</subject><subject>Soils</subject><subject>testing</subject><subject>wet-dry cycles</subject><issn>1351-0754</issn><issn>1365-2389</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp90M1KxDAUBeAiCo6jG58g4EaEjkmTtM1SBn8ZcDG6jml6ixnaZkxSpW9val25MJvkwpfD5STJOcErEs817LxfEco4O0gWhOY8zWgpDqc3JykuODtOTrzfYUwoEWKRvG2taZGDwQOCpgEdPLI9qiGA60yvgomTbZBXYXAqQI3ex9qpoTUaadvXgw7m04RxMrWJAQ76gFqruhH5GO1Pk6NGtR7Ofu9l8np3-7J-SDfP94_rm02qM0FZWmQ8p6UuoCk0U6rGOdFFRlVdMCpyoUtdsYpgULoStMx5memclaISTVaXVdXQZXI55-6d_RjAB9kZr6FtVQ928JJihimnXOBIL_7QnR1cH7eTcRfCM56RMqqrWWlnvXfQyL0znXKjJFhOZcupbPlTdsRkxl-mhfEfKW-fttv5zzfrcoLh</recordid><startdate>202401</startdate><enddate>202401</enddate><creator>Bagarello, Vincenzo</creator><creator>Caltabellotta, Gaetano</creator><creator>Iovino, Massimo</creator><general>Blackwell Publishing Ltd</general><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QL</scope><scope>7SN</scope><scope>7ST</scope><scope>7T7</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>L.G</scope><scope>P64</scope><scope>SOI</scope><scope>7S9</scope><scope>L.6</scope><orcidid>https://orcid.org/0000-0003-3575-549X</orcidid><orcidid>https://orcid.org/0000-0002-8986-5208</orcidid></search><sort><creationdate>202401</creationdate><title>Soil reuse effects on determination of saturated hydraulic conductivity of different loamy soils</title><author>Bagarello, Vincenzo ; Caltabellotta, Gaetano ; Iovino, Massimo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2934-725638c7ef7c4aad061c723ad743969c8cb4b10eacb9386582c6489b9f2d8bbf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Coefficient of variation</topic><topic>Coefficients</topic><topic>Diameters</topic><topic>Europeans</topic><topic>Hydraulic conductivity</topic><topic>laboratory experiments</topic><topic>Loam</topic><topic>loam soils</topic><topic>Mass</topic><topic>materials</topic><topic>measurement repeatability</topic><topic>repacked soil sample preparation</topic><topic>saturated hydraulic conductivity</topic><topic>saturated soil hydraulic conductivity</topic><topic>simplified falling head technique</topic><topic>Soil</topic><topic>Soil investigations</topic><topic>soil manipulation</topic><topic>soil sampling</topic><topic>Soils</topic><topic>testing</topic><topic>wet-dry cycles</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bagarello, Vincenzo</creatorcontrib><creatorcontrib>Caltabellotta, Gaetano</creatorcontrib><creatorcontrib>Iovino, Massimo</creatorcontrib><collection>CrossRef</collection><collection>Bacteriology Abstracts (Microbiology B)</collection><collection>Ecology Abstracts</collection><collection>Environment Abstracts</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</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) Professional</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Environment Abstracts</collection><collection>AGRICOLA</collection><collection>AGRICOLA - Academic</collection><jtitle>European journal of soil science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bagarello, Vincenzo</au><au>Caltabellotta, Gaetano</au><au>Iovino, Massimo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Soil reuse effects on determination of saturated hydraulic conductivity of different loamy soils</atitle><jtitle>European journal of soil science</jtitle><date>2024-01</date><risdate>2024</risdate><volume>75</volume><issue>1</issue><epage>n/a</epage><issn>1351-0754</issn><eissn>1365-2389</eissn><abstract>Laboratory measurement of saturated hydraulic conductivity, Ks, of sieved and packed soil is important for many scientific purposes. A given soil mass can be used once or several times. Little is known of the dependence of the Ks data on the reuse of the same soil mass. For three loamy soils, this investigation tested reuse effects of exactly the same soil mass on determination of Ks with the simplified falling head technique. For a given soil, the Ks values of 15 repacked soil samples were determined by using the same soil for a total of eight times. The means of Ks, initially equal to 45–159 mm/h, depending on the soil, decreased by nearly two or three times with the reuse of the same material, and they settled on values of 23–59 mm/h by the end of the experiment. Low, stable and little variable (coefficients of variation ≤15%) Ks values were obtained after the soil was used three to five times although there was some sign that stabilization of Ks could also require more reuses. The soil became finer with more reuses and the textural characteristics of the undispersed soil explained a large amount of the mean Ks results (coefficient of determination between means of Ks and the mean weight diameter = 0.65–0.76, depending on the soil). Taking into account that the best procedure for determination of Ks of sieved and packed soil samples yields the lowest variability of the individual Ks data, the conclusion was that a soil pre‐treatment including several wetting and drying cycles should be realized to obtain a soil mass usable repeatedly. The history of the used soil mass should be reported in the investigations dealing with sieved and repacked soil samples.</abstract><cop>Oxford, UK</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1111/ejss.13454</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0003-3575-549X</orcidid><orcidid>https://orcid.org/0000-0002-8986-5208</orcidid></addata></record> |
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subjects | Coefficient of variation Coefficients Diameters Europeans Hydraulic conductivity laboratory experiments Loam loam soils Mass materials measurement repeatability repacked soil sample preparation saturated hydraulic conductivity saturated soil hydraulic conductivity simplified falling head technique Soil Soil investigations soil manipulation soil sampling Soils testing wet-dry cycles |
title | Soil reuse effects on determination of saturated hydraulic conductivity of different loamy soils |
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