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Interrill erosion on cultivated Greek soils: modelling sediment delivery

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Autore
Dimoyiannis, D.; Valmis, S.; Danalatos, N. G.
Data
2006
DOI
10.1002/esp.1302
Soggetto
interrill erosion
runoff
sediment delivery
modelling
cultivated
soils
Greece
TOPSOIL AGGREGATE STABILITY
ERODIBILITY
TRANSPORT
FLOW
RAINFALL
RUNOFF
ENERGY
IMPACT
WATER
INFILTRATION
Geography, Physical
Geosciences, Multidisciplinary
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Abstract
For interrill erosion, raindrop-induced detachment and transport of sediment by rainfall-disturbed sheet flow are the predominant processes, while detachment by sheet flow and transport by raindrop impact are negligible. In general, interrill subprocesses are interactively affected by rainfall, soil and surface properties. The objective of this work was to study the relationships among interrill runoff and sediment loss and some selected parameters, for cultivated soils in central Greece, and also the development of a formula for predicting single storm sediment delivery. Runoff and soil loss measurement field experiments have been conducted for a 3(.)5-year period, under natural storms. The soils studied were developed on Tertiary calcareous materials and Quaternary alluvial deposits and were textured from sandy loam to clay. The second group of soils showed greater susceptibility to sealing and erosion than the first group. Single storm sediment loss was mainly affected by rain and runoff erosivity, being significantly correlated with rain kinetic energy (r = 0(.)64***), its maximum 30-minute intensity (r = 0(.)64***) and runoff amount (r = 0(.)56***). Runoff had the greatest correlation with rain kinetic energy (r = 0(.)64***). A complementary effect on soil loss was detected between rain kinetic energy and its maximum 30-minute intensity. The same was true for rain kinetic energy and topsoil aggregate instability, on surface seal formation and thus on infiltration characteristics and overland flow rate. Empirical analysis showed that the following formula can be used for the successful prediction of sediment delivery (D-i): D-i = 0(.)638 beta EI(30)tan(theta) (R-2 = 0(.)893***), where beta is a topsoil aggregate instability index, E the rain kinetic energy, 1,3, the maximum 30-minute rain intensity and 0 the slope angle. It describes soil erodibility using a topsoil aggregate instability index, which can be determined easily by a simple laboratory technique, and runoff through the product of this index and rain kinetic energy. Copyright (c) 2006 John Wiley & Sons, Ltd.
URI
http://hdl.handle.net/11615/27128
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