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Developing a GIS-Based Soil Erosion Potential Model for the Jemez Watershed – Using the Revised Universal Soil Loss Equation (RUSLE) Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd 2012

Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd 2012

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Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd 2012. Developing a GIS-Based Soil Erosion Potential Model for the Jemez Watershed – Using the Revised Universal Soil Loss Equation (RUSLE). Revised Universal Soil Loss Equation (RUSLE). - PowerPoint PPT Presentation

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Page 1: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

Developing a GIS-Based Soil Erosion Potential Model for the Jemez Watershed – Using the Revised

Universal Soil Loss Equation (RUSLE)

Josh PageCE 547 – GIS in Water Resource Engineering

April 23rd 2012

Page 2: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

Revised Universal Soil Loss Equation (RUSLE)

RUSLE computes average annual erosion from field slopes in tons/acre/year (Renard, 1997)

A = R*K*(LS)*C*PA = Computed Average Annual Soil LossR = Rainfall-Runoff Erosivity factorK = Soil Erodibility FactorL = Slope Length FactorS = Slope Steepness FactorC = Land Cover-Management FactorP = Conservation Practice

Page 3: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 4: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 5: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 6: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

RUSLE – R FactorThe R-Factor is the rainfall and runoff factor spatially distributed by geographic location

The greater the intensity and duration of the rain storm, the higher the erosion potential.

Isoerodent – Contour lines representing the R-Factor, created by the USDA

www.westernexcelsior.com/EEDdocs/Isoerodent_Maps.pdf

Page 7: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 8: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

(ft-ton-in)/(ac-h-yr)

Page 9: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

RUSLE – K FactorThe K-Factor is the average soil loss in tons/acre per unit area for a particular soil in cultivated, continuous fallow with an arbitrarily selected slope length of 72.6 ft. and slope steepness of 9% ( ~ 40 degrees).

It is a measure of the susceptibility of soil particles to detachment and transport by rainfall and runoff.

Texture is the principal factor affecting K, but structure, organic matter and permeability also contribute.

soils.usda.gov/survey/online_surveys/new_mexico/

Page 10: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 11: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

(Top Soil: 0-10 inches)

Page 12: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

(Soil Depth: 10-30+ inches)

Page 13: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

RUSLE – LS FactorThe LS-Factor represents a ratio of soil loss under given conditions to that at a site with the "standard" slope steepness of 9% and slope length of 72.6 feet.

The LS-Factor was computed from a 10m DEM using an Open-Source C++ Program http://www.iamg.org/

Page 14: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 15: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 16: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

RUSLE – C FactorThe C-Factor is used to determine the relative effectiveness of soil and crop management systems in terms of preventing soil loss.

It is a ratio comparing the soil loss from land under a specific crop and management system.

Important Note: The C factor resulting from this calculation is a generalized C factor value for a specific crop that does not account for crop rotations. (Goldman et al. 1986)

Page 17: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 18: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 19: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 20: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 21: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

RUSLE – P FactorThe P-Factor is known as the support practice factor.

It reflects the effects of practices that will reduce the amount and rate of the water runoff and thus reduce the amount of erosion.

The P factor represents the ratio of soil loss by a support practice to that of straight-row farming up and down the slope.

For this study the ratio will be kept at 1, indicating strait-row farming.

Page 22: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

Support Practice P-FactorUp & Down Slopes 1.0

Cross Slope 0.75

Contour Farming 0.50

Strip Cropping/Cross 0.37

Strip Cropping/Contour 0.25

http://www.omafra.gov.on.ca/english/engineer/facts/00-001.pdf

Page 23: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

R-Factor

K-Factor

LS-Factor

C-Factor

P-Factor

For Each 10m x 10m Grid CellA = R x K x LS x C x P

Page 24: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012
Page 25: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

Looking into the Future….

Since all of this data is from 6 years ago, it would be interesting to cross reference my model’s prediction with actual sediment loss in the Jemez Watershed.

Although more careful calculations of the P & C Factors would be necessary.

Page 26: Josh Page CE 547 – GIS in Water Resource Engineering April 23 rd  2012

Questions