Soil loosening and drainage of structurally unstable silty soils

Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the ins...

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Published inJournal of hydrology (Amsterdam) Vol. 121; no. 1; pp. 63 - 83
Main Authors Twomlow, Stephen J., Parkinson, Robert J., Reid, Ian
Format Journal Article
LanguageEnglish
Published Amsterdam Elsevier B.V 01.01.1990
Elsevier Science
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Abstract Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Results show that even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15%, with a 270% increase in transmission pores (> 60 μm equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity. Loosening not only lengthens the median time of concentration by 0.42 and 0.33 h for simple and secondary winter storms, respectively, but also caused lower peak discharges when compared with unloosened soil. Measurements of soil water energetics reveal that a greater proportion of rainfall is diverted into the loosened zone below the plough layer and detained there, reducing the 24 h drainage efficiency. On a seasonal timescale, the greater storage between 0.2 and 0.4 m depth causes a 6.3% increase in the winter mean water content, and means that the rooting environment of the loosened soil is wetter prior to a rainstorm. Consequently, in wet autumns and springs, loosened soils will be more susceptible to structural damage by animal poaching or the traffic of farm machinery.
AbstractList Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Results show that even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15%, with a 270% increase in transmission pores (> 60 micromole equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity. Loosening not only lengthens the median time of concentration by 0.42 and 0.33 h for simple and secondary winter storms, respectively, but also caused lower peak discharges when compared with unloosened soil. Measurements of soil water energetics reveal that a greater proportion of rainfall is diverted into the loosened zone below the plough layer and detained there, reducing the 24 h drainage efficiency. On a seasonal timescale, the greater storage between 0.2 and 0.4 m depth causes a 6.3% increase in the winter mean water content, and means that the rooting environment of the loosened soil is wetter prior to a rainstorm. Consequently, in wet autumns and springs, loosened soils will be more susceptible to structural damage by animal poaching or the traffic of farm machinery.
Secondary drainage treatments were carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15 per cent, with a 270 per cent increase in transmission pores (greater than 60 um equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity. Loosening not only lengthened the median time of concentration by 0.42 and 0.33 h for simple and secondary winter storms, respectively, but also caused lower peak discharges when compared with unloosened soil. Measurements of soil water energetics revealed that a greater proportion of rainfall was diverted into the loosened zone below the plough layer and detained there, reducing the 24 h drainage efficiency. On a seasonal timescale, the greater storage between 0.2 and 0.4 m depth caused a 6.3 per cent increase in the winter mean water content, and meant that the rooting environment of the loosened soil was wetter prior to a rainstorm. Consequently, in wet autumns and springs, loosened soils would be more susceptible to structural damage by animal poaching or the traffic of farm machinery. There are 62 references.
Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Results show that even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15%, with a 270% increase in transmission pores (> 60 μm equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity. Loosening not only lengthens the median time of concentration by 0.42 and 0.33 h for simple and secondary winter storms, respectively, but also caused lower peak discharges when compared with unloosened soil. Measurements of soil water energetics reveal that a greater proportion of rainfall is diverted into the loosened zone below the plough layer and detained there, reducing the 24 h drainage efficiency. On a seasonal timescale, the greater storage between 0.2 and 0.4 m depth causes a 6.3% increase in the winter mean water content, and means that the rooting environment of the loosened soil is wetter prior to a rainstorm. Consequently, in wet autumns and springs, loosened soils will be more susceptible to structural damage by animal poaching or the traffic of farm machinery.
Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Results show that even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15%, with a 270% increase in transmission pores ( > 60 mu m equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity. Loosening not only lengthens the median time of concentration by 0.42 and 0.33 h for simple and secondary winter storms, respectively, but also caused lower peak discharges when compared with unloosened soil. Measurements of soil water energetics reveal that a greater proportion of rainfall is diverted into the loosened zone below the plough layer and detained there, reducing the 24 h drainage efficiency. On a seasonal timescale, the greater storage between 0.2 and 0.4 m depth causes a 6.3% increase in the winter mean water content, and means that the rooting environment of the loosened soil is wetter prior to a rainstorm. Consequently, in wet autumns and springs, loosened soils will be more susceptible to structural damage by animal poaching or the traffic of farm machinery.
Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment was designed to investigate the effect of soil loosening on storm water redistribution in a structurally unstable silt soil following the installation of underdrainage. Results show that even though loosening reduced dry bulk density between 0.2 and 0.4 m depth by 15%, with a 270% increase in transmission pores (> 60 mu m equivalent diameter) at the interface of what was the cultivated and undisturbed soil, drainage efficiency was not enhanced, as might have been expected from the 10- to 20-fold increase in hydraulic conductivity.
Author Reid, Ian
Parkinson, Robert J.
Twomlow, Stephen J.
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Issue 1
Keywords Drainage
Hydrographs
Seasonal variations
Seasonal variation
Rain water
Rainfall
Hydraulic conductivity
Infiltration
Loam
Porosity
Soil management
Strength
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Snippet Secondary drainage treatments are carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment...
Secondary drainage treatments were carried out with the objective of enhancing the performance of permanent piped schemes. In this study, a drainage experiment...
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SubjectTerms drainage
Earth sciences
Earth, ocean, space
England
Exact sciences and technology
Freshwater
Hydrogeology
Hydrology. Hydrogeology
loosening
physicochemical properties
rain
redistribution
silty soils
soil structure
soil water content
Soils
storm water redistribution
Surficial geology
underdrainage
winter
Title Soil loosening and drainage of structurally unstable silty soils
URI https://dx.doi.org/10.1016/0022-1694(90)90225-M
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https://www.proquest.com/docview/15797374
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https://www.proquest.com/docview/49901160
Volume 121
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