Interrill erosion on cultivated Greek soils: modelling sediment delivery

被引:14
作者
Dimoyiannis, D.
Valmis, S.
Danalatos, N. G.
机构
[1] Inst Soil Mapping & Classificat, TK-41335 Larisa, Greece
[2] Agr Univ Athens, Dept Land Reclamat & Agr Construct, Athens, Greece
[3] Univ Thessaly, Dept Agr Crop Prod & Agr Environm, Volos, Greece
[4] Univ Aegean, Dept Environm Studies, Mitilini, Greece
关键词
interrill erosion; runoff; sediment delivery; modelling; cultivated soils; Greece;
D O I
10.1002/esp.1302
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
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.
引用
收藏
页码:940 / 949
页数:10
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