2003
DOI: 10.1097/01.ss.0000058889.60072.aa
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Land Use and Management Impacts on Structure and Infiltration Characteristics of Soils in the North Appalachian Region of Ohio

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Cited by 98 publications
(75 citation statements)
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“…The K s was determined by conducting long duration infiltration tests (3 h) using double ring infiltrometers and using constant head Science Publications AJES method on soil cores collected from the same experimental location near Ohio, USA (Shukla et al, 2003b). Table 5 presents the average and standard deviations of i c and K s determined in field and lab, respectively, at three slope positions, shoulder, middle and foot.…”
Section: Influence Of Measurement Devices/methods On Saturated Hydraumentioning
confidence: 99%
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“…The K s was determined by conducting long duration infiltration tests (3 h) using double ring infiltrometers and using constant head Science Publications AJES method on soil cores collected from the same experimental location near Ohio, USA (Shukla et al, 2003b). Table 5 presents the average and standard deviations of i c and K s determined in field and lab, respectively, at three slope positions, shoulder, middle and foot.…”
Section: Influence Of Measurement Devices/methods On Saturated Hydraumentioning
confidence: 99%
“…Table 5. Saturated hydraulic conductivity measured in laboratory (K s § , cm h -1 ) and field (i c , cm h -1 ) in six fields under different treatments (Shukla et al, 2003b) i c (Dorsey et al, 1990); § SD: Standard deviation; and CV: Coefficient of variation; and Geometric mean and Standard deviation (ratio) were calculated because the distribution of saturated hydraulic conductivity is lognormal (Mohanty et al, 1994) In a similar study, Mohanty et al (1994) evaluated the performance of four in-situ K s measuring methods such as the Guelph permeameter, the velocity permeameter, the disk permeameter and the double-tube method at different depths and five locations on a glacial-till soil. The Guelph permeameter method gave the lowest K s values because of small sample size, whereas the disk permeameter and double-tube methods gave maximum values for K s with minimum variability, likely due to the large sample size ( Table 7).…”
Section: Influence Of Measurement Devices/methods On Saturated Hydraumentioning
confidence: 99%
“…This indicates that the aggregate stability declined as soil depth increased, as verified by Souza et al (2005). These results were related to the presence of surface vegetation (SHUKLA et al, 2003), as well as a larger concentration of roots in the soil surface layer, which, after decomposing, add a greater amount of organic matter to the soil. This, according to Prado et al (2014), contributes to the stability of the aggregates.…”
Section: Resultsmentioning
confidence: 58%
“…According to Silva et al (2012), 75% coverage with sugarcane waste should be implemented in The largest losses of soil and water were observed in treatments without sugarcane waste on the surface, displaying a lower efficiency in controlling water erosion when vegetation covering the soil is removed, even under a no-till system. With the removal of vegetation, there is, therefore, a reduction in the value of the stable infiltration rate (SIR).…”
Section: Valim W C Et Almentioning
confidence: 99%
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