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180 PROCESS AND FORM


               where E is the mean annual rainfall loss, R is the rain-  a bare fallow land-use ploughed up and down the slope
               fall erosivity factor, K is the soil erodibility factor, L is  – seem very arbitrary and indeed are historical acci-
               the slope length factor, S is the slope steepness fac-  dents. They are derived from the condition common
               tor, C is the crop management factor, and P is the  at experimental fieldstations wheremeasuredsoillosses
               erosion control practice factor. The rainfall erosivity  provided the basic data for calibrating the equation. It
               factor is often expressed as a rainfall erosion index,  was convenient to use a plot area of 1/100 acre and a
               EI 30 , where E is rainstorm energy and I is rainfall  plot width of 6 feet, which meant that the plot length
               intensity during a specified period, usually 30 min-  must be 72 /2 feet.
                                                                1
               utes. Soil erodibility, K , is defined as the erosion rate  To use the USLE, a range of erosion measure-
               (per unit of erosion index, EI 30 ) on a specific soil in a  ments must be made, which are usually taken on small
               cultivated continuous fallow on a 9 per cent slope on  bounded plots. The problem here is that the plot itself
               a plot 22.6-m-long. Slope length, L, and slope steep-  affects the erosion rate. On small plots, all material that
               ness, S, are commonly combined to produce a single  starts to move is collected and measured. Moreover,
               index, LS, that represents the ratio of soil loss under  the evacuation of water and sediment at the slope base
               a given slope steepness and slope length to the soil  may itself trigger erosion, with rills eating back through
               loss from a standard 9 per cent, 22.6-m-long slope.  the plot, picking up and transporting new sources of
               Crop management, C, is given as the ratio of soil  sediment in the process. Another difficulty lies in the
               loss from a field with a specific cropping-management  assumption that actual slopes are uniform and behave
               strategy compared with the standard continuous cul-  like small plots. Natural slopes usually have a complex
               tivated fallow. Erosion control, P, is the ratio of soil  topography that creates local erosion and deposition of
               loss with contouring strip cultivation or terracing to  sediment. For these reasons, erosion plots established
               that of straight-row, up-and-down slope farming sys-  to provide the empirical data needed to apply the USLE
               tems. The measurements of the standard plot – a slope  almost always overestimate the soil-loss rate from
               length of 22.6 m (72 /2 feet), 9 per cent gradient, with  hillslopes by a factor twice to ten times the natural rate.
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              Table 7.2 Examples of physically based soil erosion models

              Model                          Use                             References
              Lumped or non-spatial models
              CREAMS (Chemicals, Runoff and Erosion  Field-scale model for assessing  Knisel (1980)
               from Agricultural Management    non-point-source pollution and the
               Systems)                        effects of different agricultural practices
              WEPP (Water Erosion Prediction Project)  Designed to replace USLE in routine  Nearing et al. (1989)
                                               assessments of soil erosion
              EUROSEM (European Soil Erosion Model)  Predicts transport, erosion, and  Morgan (1994)
                                               deposition of sediment throughout a
                                               storm event
              Distributed or spatial models
              ANSWERS (Areal Nonpoint Source  Model surface runoff and soil erosion  Beasley et al. (1980)
               Watershed Environment Response  within a catchment
               Simulation)
              LISEM (Limburg Soil Erosion Model)  Hydrological and soil erosion model,  De Roo et al. (1996)
                                               incorporating raster GIS, that may be
                                               used for planning and conservation
                                               purposes
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