Monday, 11 April 2016

Assignment-Report of RUSLE 2 Soil Erosion Calculation

Report of RUSLE 2 Soil Erosion Calculation
Introduction
With the help of RUSLE 2 program version 2010, the soil loss could be estimated by investigating the effect of several factors, including the organic matter, spatial structure, contouring, barrier type and sediment.
By Wischmeier and Smith’s explanation in 1978, the USLE mathematical structure is:
A = R*K*L*S*C*P.
A--average annual erosion
R-- average annual erosivity factor
K-- average annual soil erodibility factor
L-- average annual slope length factor
S-- average annual slope steepness factor
C-- average annual cover-management factor
P-- average annual support practice factor
Basic structure of estimating soil erosion.
Ireland is chosen as the location with the soil type of silt loam from the Generic Subsoil category. The slope length is originally 150 feet with 6.0% slope steepness. Other factors are defined as default or none. With this profile as a control group, it can show how each factor influence the soil loss with changing only one factor value each time as a treatment group.
The control group shows a value of soil loss erodibility portion as 30.
Effect of organic matter in the soil (C)
The high level organic matter can be chosen as dense grass, with the soil loss 0.063.
The medium level organic matter can be chosen as ‘smooth bare, no disturbance’. The soil loss is 32.
The low level organic matter can be chosen as ‘rough base, freshly disturbed’. The soil loss is 75.
It means that a higher level organic matter causes a smaller soil loss. Because the more organic matter in the soil can build a stronger cover to prevent soil loss by the overland flow.
Effect of length of profile (L& S)
When the slope length is changed as 300, soil loss erodibility portion is 40. When the slope length is changed as 75, soil loss erodibility portion is 25. In this case, steepness is 6.0% as a constant.
As slope length is positive relationship with L but not sensitive. Soil loss is also positive relationship with slope length but not sensitive. Hence, the change of the soil loss is not following the same changing rate of the slope length.
Effect of contouring (P)
The contouring factors do not show an influence to the soil loss value. Because the basic soil is without covering crops. The surface cannot slow down the runoff which takes the soil away.
Effect of permeable barriers (P)
The 3 types of barriers, including default, full retardance and half retardance, do not show significant differences with the value as 30, 31 and 31, respectively. Because barriers will control sediments more directly rather than the soil loss.
Effect of sediment ponds (P)
The first type sediment pond is chosen in the profile. Then the observation shows that soil loss is 30 with any grade terrace at the bottom. At the same time, soil loss is 24 with any grade terrace in the middle.
Sediment at the bottom can rise the water level at a maximum rate which is larger than sediment appears in the middle. The more runoff takes the more soil.
Conclusion
All the factors in the USLE equation shows positive relationship with the soil loss. The combined effect of contouring, barrier and sediment is complex. The barrier may deside the sediment ponds performance. But the combined indicator P still show positive relationship with soil loss.
Reference
Wischmeier, W. and D. Smith. (1978). ‘Predicting rainfall-erosion losses: A guide to conservation planning’. Agriculture Handbook 537. U.S. Dept. of Agriculture, Washington, DC.
NRCS-USDA State Office of Michigan. (2002). ‘SUSLE factors’. Institute of Water Research, Michigan State University.
Available at: http://www.iwr.msu.edu/rusle/lsfactor.htm [Accessed date: April 8th, 2016]
USDA-Agricultural Research Service. (2013). ‘Science Documentation: Revised Universal Soil Loss Equation Version 2’. USDA-Agricultural Research Service.