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Field Office Technical Guide (FOTG)

Erosion Prediction

THE REVISED UNIVERSAL SOIL LOSS EQUATION RUSLE

RUSLE is an updated version of the Universal Soil Loss Equation (USLE) and Agricultural Handbook 537. The original USLE has been retained in RUSLE, however it has been put into a computer program to facilitate calculations, and the technology for factor evaluation has been altered and new data has been introduced to evaluate each factor under more specific conditions.
RUSLE uses the same USLE formula A = R *K * LS * C * P. Where:

A = Predicted Average Annual Soil Loss(Tons/Acre/Year)
R = Rainfall-Runoff Erosivity Factor
K = Soil Erodibility Factor
LS = Length-Slope Factor
C = Cover-Management Factor
P = Support Practice Factor

Although not a factor in the RUSLE formula "Soil Loss Tolerance" (T), expressed in tons/acre/year, is an important criteria when we begin our management to control soil loss. "T" - Soil Loss Tolerance - is the maximum amount of soil loss, in tons/acre/year, that a given soil type can tolerate and still permit a high level of crop production to be sustained economically and indefinitely. "T" is often substituted for "A" in the RUSLE equation to establish a "Maximum C*P Value" for a given site.

RUSLE Is a tool to predict long term average annual soil loss in ton/acre/year from specific field conditions using specific management systems. RUSLE cannot be used to estimate or predict soil loss from individual storms nor from a particular year of weather and related factors. The factors used in the RUSLE are based on long-term averages.

RUSLE is only to be used to predict sheet and rill erosion on cropland, pastureland, and construction sites. RUSLE is not applicable to woodland and is not to be used to predict soil loss on woodland sites.
The following is a brief description of each of the factors used in RUSLE and how the RUSLE factors differ from the USLE factor.

(R) THE RAINFALL-RUNOFF INTENSITY EROSIVITY INDEX FACTOR

To understand the "R" value used In RUSLE one must first understand how the erosive potential of rainfall effects the soil erosion process. Raindrop erosion increases with the intensity of the rain. A long slow rain may have the same total energy as a short rain that is more intense. Total energy of the rainfall alone is not a good indicator of erosive potential. However, when energy is combined with rainfall intensity the result (EI-Energy/lntensity) is a good predictor of erosive potential. EI is the value of the product of total storm energy times the maximum 30 minute intensity. Technically, the term indicates how particle detachment is combined with transport capacity (the soil erosion process).

The relation of soil loss to the EI parameter is considered linear, and the parameter's individual storm values are directly additive. The sum of an average years EI's for a particular locality is the "Rainfall Erosion Index - R" for that location. In the development of RUSLE these values where updated and as a result new "R" factors are available for each county.

The "R" values for Washington State vary from 140 in northeastern Washington State to 245 in southern Washington State. The higher the "R" value the higher the erosion potential.

(K) THE SOIL ERODIBILITY FACTOR

Soil erodibility is a complex property and is thought of as the ease with which soil is detached by splash during rainfall and/or by surface flow. Soil erodibility is related to the integrated effect of rainfall, runoff, and infiltration.

The soil erodibility factor (K) is the soil loss rate per erosion index unit for a specified soil as measured on a unit plot. A unit plot is defined as 72.6 feet long with a uniform slope of 9% in continuously clean-tilled fallow. The "K" represents both the susceptibility of the soil to erode and the rate of runoff.
Soils generally become less erosive with a decrease in the silt fraction regardless of whether the corresponding increase is from the clay or sand fraction. Organic matter also strongly influences the erodibility of a soil. Soils with higher amounts of organic matter and tilth have a stronger resistance to detachment due to aggregation and larger particle size. Soil erodibility is a function of complex interactions of both chemical and physical properties often within the same textural class.

The "K" factor represents the effect of soil properties and the soil profile characteristics on soil loss. The "K" values are expressed as average annual values. "K" values are assigned using a "Soil Erodibility Nomograph" that combines the effects of soil particle size, percent organic matter, soil structure code, and the profile permeability class.

RUSLE has taken the process one step further and adjusted the "K" factor based on seasonal variability related to freeze/thaw and soil moisture during the year. RUSLE recomputes the "K" value bimonthly (24 times during the year).

The RUSLE "K" values, found in the tables and charts, reflect the average annual adjusted "K" value for your location.

(LS) THE LENGTH AND SLOPE FACTOR

The length and slope factors used in RUSLE account for the effect of topography on erosion. Erosion increases as the slope length increases, and is considered the slope-length factor (L). Slope length is defined as the horizontal distance from the origin of flow to the point where either (1) the slope gradient decreases enough that deposition begins or (2) runoff becomes concentrated in a defined channel. Slope lengths will rarely exceed 400 feet in length unless grading has been done. Deposition usually begins to occur along a slope gradient at the point where the slope decreases by about 5%. Slope length is best determined by pacing or measuring in the field.

The slope steepness factor (S) reflects the influence of slope gradient on erosion. Erosion potential increases with the steepness of the slope. Slope is measured in the field by use of a clinometer, Abney level, or similar device. Contour maps, unless down to a two-foot contour interval, should not be used to measure slope nor length of slope. Slope and length of slope are measured perpendicular to the contour lines. When measuring in the field it is important to visualize the contour lines and measure perpendicular to those lines.

The combined LS factor in RUSLE represents the ratio of soil loss on a given slope length and steepness to the soil loss from a unit slope that has a length of 72.6 feet and a steepness of 9%, where all other conditions are the same. LS values are not absolute values but are referenced to a value of 1.0 at a 72.6 foot slope length and a 9% steepness. LS values less than 1.0 represent site conditions that erode less than the referenced condition of 72.6 ft. and 9% slope; and LS values more than 1.0 represent conditions more erosive than the reference condition.

It is important to consider the shape and makeup of a slope when determining its LS value. Uniform slopes are slopes where the slope is generally uniform over the entire length. Irregular or complex slopes have slope changes along the measured slope length. Irregular or complex slopes should have the LS value calculated to obtain a more accurate soil loss prediction. Slopes that are convex (slopes tend to increase downslope) are more erosive than concave slopes (slopes tend to decrease downslope). This situation will be reflected in the LS value calculated for an irregular slope.

Until users obtain FOCS-RUSLE to calculate LS values, charts are available to obtain LS values for uniform slopes. Occasionally situations arise where an LS value is needed for a complex slope (slopes change one or more times in length). When FOCS-RUSLE becomes available, users will be able to calculate LS values for complex slopes.

RUSLE LS values vary from the USLE values. RUSLE calculated LS values differently depending on the site susceptibility to rill or interill erosion. RUSLE will adjust LS values for the four (4) different situations.

1. Situation where the ratio of rill to interill erosion is low. This would be used for pasture
or rangeland situation. Due to soil consolidation most erosion will be sheet (interill) vs.
rill erosion.

2. Situations where the ratio of rill to interill erosion is moderate. This situation would be
used for cropland.

3. Situations where the ratio of rill to interill is high and the soil has a strong tendency to rill.
This situation would be used for construction sites with relatively loose disturbed soil.

4. Situations for thawing soil where most of the erosion is caused by surface flow. This is
only applicable for the Pacific Northwest.

(C) THE COVER MANAGEMENT FACTOR

This is one of the two RUSLE factors (other that the Practice Factor "P" to be discussed later) that we can influence or manage to reduce soil loss. This is the factor that will most often be used for soil conservation planning activities with landusers.

The "C" Factor is used within both the USLE and RUSLE to reflect the effect of cropping and management practices on erosion rates. The "C" Factor measures how soil loss potential will be distributed in time during construction activities, crop rotations, or other management schemes.

As with most of the other factors within RUSLE, the "C" Factor is based on the concept of deviation from the standard. In this case the standard is an area under clean-tilled continuous fallow conditions. A Soil Loss Ratio (SLR) is then used to estimate soil loss under actual site conditions compared to losses experienced under the standard conditions (continuous fallow). RUSLE developed values for "C" by looking at conditions during specific crop stages (fallow, seedbed preparation. crop establishment, crop development, crop maturing, and harvest residue). USLE used average values for surface roughness, canopy cover, surface cover, and EI during each crop stage. RUSLE takes a much more thorough approach to calculating "C"Factors.

RUSLE looks at the impact of cropping and management on several subfactors. It looks at the impacts from previous cropping and management (prior land use, PLU), the protection offered the soil surface by vegetative canopy (canopy cover, CC), the reduction in erosion due to surface cover and surface roughness (surface cover, SC; surface roughness, SR), and in some cases the impact of low soil moisture (SM)on reduction of runoff from low-intensity rainfall. RUSLE assigns a subfactor value to each of these parameters during each semi-monthly time period, and calculates a Soil Loss Ratio (SLR) for each time period. The SLR for each period is weighted by the fraction of rainfall and runoff erosivity (EI) for the corresponding period. The weighted values are then combined into an overall "C" Factor.

The following is a brief description of the subfactors impacting the RUSLE "C" Factors.

Prior Land Use (PLU) Subfactor - expresses (1) the influence on the soil erosion of subsurface residual effects from previous crops and (2) the effect of previous tillage practices on soil consolidation. RUSLE evaluates the effects of subsurface biomass (roots and residue buried in the top 4 inches) to resist erosion. RUSLE continuously tracks the decomposition of the biomass on both the surface and subsurface as SLR's are calculated for each semi-monthly period.

Canopy Cover (CC) Subfactor - expresses the effectiveness of vegetative canopy in reducing the energy of rainfall striking the soil surface. Although most of the rainfall eventually reaches the soil surface, the rainfall intercepted by the canopy reaches the soil surface with less energy. RUSLE using crop databases constantly tracks the growth of a crop to calculate percent of canopy cover and average fall height of the raindrop from the crop leaf surface. The taller canopy cover, the less effective is canopy cover because the raindrop gains more velocity before reaching the soil surface.

Surface Cover (SC) Subfactor - affects erosion by reducing the transport capacity of runoff water, by causing deposition in ponded areas, and by decreasing the surface area susceptible to raindrop impact. This is measured by the amount of crop residue cover on the soil surface. RUSLE continuously tracks residue from harvest until it is decomposed. RUSLE assigns specific decomposition rates to residue based in the carbon:nitrogen ratio for the residue. RUSLE also tracks how much residue is buried by each type of tillage operation and then adjusts the decomposition rate for above and below ground residue. RUSLE recalculates these figures semi-monthly along with all the other subfactors. This is perhaps the single most important factor determining SLR's. The RUSLE SC subfactor does allow the measurement of rocks on the surface as apart of surface cover, whereas USLE did not.

Surface Roughness (SR) Subfactor - surface roughness directly effects soil erosion. A rough surface has many depressions and barriers. During a rainfall event, these trap water and sediment causing rough surfaces to erode at lower rates than do smooth surfaces under similar conditions. Roughness also effects the degree and the rate of soil sealing by raindrop impact. Rougher soils generally have higher infiltration rates. The SR is defined by a baseline condition for a unit plot that is in clean cultivation, smooth, and exposed to rainfall of moderate intensity. RUSLE tracks SR throughout the year based on the time and type of field operation performed and the corresponding rainfall, temperature, and biomass decay rate.

Soil Moisture (SM) Subfactor - antecedent soil moisture has a substantial influence on infiltration and runoff and hence on soil erosion. Soil moisture is usually high during susceptible crop stages in spring and early summer when much of the erosion occurs. This situation closely parallels the unit plot continuous fallow plots. This is true for most of the continental United States. Where this situation is true, no adjustments are needed for soil moisture. Only the Pacific Northwest and Range Region adjust for soil moisture.
"C" Values have been calculated for most cropping and pasture situations and are available in tables in the FOTG. The "C" Values will also be available in FOCS-RUSLE as "look-up" tables. Individuals needing special "C" Values may contact the state conservation agronomist for assistance.

(P) THE SUPPORT PRACTICE FACTOR

The support practice factor "P" in RUSLE is the ratio of soil loss with a specific support practice to the corresponding loss with up and down slope tillage, which has a value of 1. The support practices principally affect erosion by modifying the flow pattern, grade, or direction of surface runoff. For cultivated land the support practice generally includes contouring, stripcropping, terracing, and subsurface drainage. RUSLE studies indicate a wide variation among "P" Factors for subsurface drainage and still require more research before reliable values can be calculated. At this time there is no "P" Factor adjustment for subsurface drainage.

The "P" does not consider improved tillage such as notill and other conservation tillage systems, sod-based crop rotations, fertility treatment, and crop residue management. These erosion control measures are included in the "C" Factor.

An overall "P" Factor value is computed as a product of "P" subfactors for individual support practices, which are typically used in combination. For example contouring is almost always used in stripcropping or terraces.

RUSLE calculates the "P" Factor based on percent slopes, length of slope, roughness and ridge height, EI distribution, hydrologic soil group, and the effect of off grade contouring.

Contouring is most effective on slopes of 2-12%. As slopes get steeper than 12% the effectiveness of contouring begins to taper off. Contouring has almost no effect on slopes exceeding 25%.

Adding ridge height to contouring adds to the effectiveness of contouring. Ridge height refers to the amount of roughness left with tillage and planting operations.

Data from field studies indicate that contouring is less effective for large storms than for small storms. The reduced effectiveness depends on both the amount of runoff and the peak rate of runoff. These runoff variables are directly related to rainfall amount and intensity which are the principal variables that determine EI. RUSLE uses a 10 year EI to calculate the effectiveness of contouring. Each county is assigned an EI number that corresponds to the 10 Year EI calculated from a local weather station.
Until the RUSLE "P" Factor routine is available in FOCS-RUSLE the "P" Factors can be determined by using the "P" Factor Charts included in the attached material.

RUSLE SUMMARY

RUSLE is a much more technically advanced method to predicted sheet and rill erosion than USLE. RUSLE has more data available and refinement of the data to more accurately predict soil loss.
With the addition of a computer program for RUSLE we can now more accurately reflect actual site conditions throughout the entire year or crop rotation.

RUSLE uses three primary databases to evaluate RUSLE factor values: CROPLIST, CITYLIST, and OPLIST databases.

The CROPLIST database identifies the crop being grown; how that crop develops and or decays on a semimonthly basis based on its expected yield; weight of residue at 30%, 60%. and 90% cover; the amount of root biomass in the upper 4 inches of soil; percent of canopy cover; and canopy fall height. Each one of the items is recalculated semi-monthly against all other RUSLE parameters.

The CITYLIST database identifies the mean semi-monthly precipitation and temperature for each specific weather station used; the average annual R-Factor; EI; and the number of frost free days each year. Again each one of the factors is recalculated semi-monthly against all the other RUSLE parameters.

The OPLIST database tracks the soil disturbing and other field operations. The database identified specific effects created by each field operation. It identifies such effects as the amount of surface disturbed; depth of disturbance; whether a crop is killed or begins growth; whether residue is added or taken away; and the amount of residue retained or buried by each operation.

RUSLE is the present state of the art in sheet and rill soil loss prediction. RUSLE is enhanced through the use of the computer program to accurately describe and evaluate your specific site conditions.

References:

Predicting Rainfall Erosion Losses, Agricultural Handbook No. 537
Predicting Soil Erosion by Water: A Guide to Conservation Planning with RUSLE; Agricultural Handbook No. 703, Agricultural Research Service.

 

Instructions For Determining Soil Loss by Water
RUSLE VERSION

Note: The "RUSLE Sheet and Rill Erosion Prediction Worksheet" can be reproduced and used to train yourself or others on the procedure to calculate soil loss with RUSLE. There is an "Example RUSLE Sheet and Rill Erosion Prediction Worksheet" completed to use as a reference.

1. Determine the "R" value for the county. See the RUSLE "R" Factor Map.

2. Determine the soil type (map unit) for the site where soils loss will be calculated. Use the Soil Survey Map.

3. Determine the soil erodibility factor "K" the "Soil Interpretations For RUSLE" table.

4. Determine the "C" and "K" Factor ZONE" for your county. See the Washington State C & K Factor Zone Map.

5. Determine the "RUSLE Adjusted K Value" from the Average annual K Factors for your respective C & K Zone, pages 3.2 - 3.6.

6. Determine Slope Percent and Slope Length for LS. Refer to Table 1, 2, or 3 to determine the LS value, pages 4.2 - 4.4.

7. Determine the "C" Factor. Refer to the appropriate "C" Factor Table for Cropland for the appropriate "C & K Factor Zone" or "C" Factors For Permanent Grasses on page 5.2. For construction sites call the State Agronomist for assistance to determine "C". There are no "C" Values for woodland developed.

8. Determine the "P" Factor. See the "RUSLE Supporting Practice Instructions, Tables, and Figures", pages 6.1 - 6.60

9. Multiply R x Adjusted K x LS x C x P = A "Average Annual Soil Loss in Tons/Acre/Year".

 

RUSLE Sheet and Rill Erosion Prediction Worksheet

1. County ________________________ "R" Factor ________"C" and "K" Factor Zone___________
("R" Factor Maps) ("C" & "K" Factor Map)

2. Soil Type _________________ Map Unit_________ "K" Factor ______ Adjusted "K" _____ "T" Value_____
(See Average Annual K Adjusted Charts for "C"/"K" Zone)

3. Length of Slope ____________ Percent Slope _________ LS Factor_________________________
Pasture, Cropland, or Construction Site Table (1, 2, or 3)

4. "C" Factors: See tables for your "C" factor area for Cropland, or page 5.2 for Permanent Grass.
Crop (1) _____________________Tillage/Residue% ______________________ "C" Factor______________
Crop (2) _____________________Tillage/Residue% ______________________ "C" Factor______________
Crop (3) _____________________Tillage/Residue% ______________________ "C" Factor______________
Crop (4) _____________________Tillage/Residue% ______________________ "C" Factor______________
Crop (5) _____________________Tillage/Residue% ______________________ "C" Factor______________

Total "C" - All Yrs______________

Average "C' Total "C'. for Rotation / Total Yrs__________________

5. Average Annual Soil Loss Where "P" is Equal to "1".
R ______ x K ______ x LS ______ x C______ x P (1) = Average Annual Soil Loss (A)_______
(P = 1 when contouring or stripcropping are not a consideration)

"P" Subfactor Procedure for Contouring

Step 1. Soil Type/Map Unit ____________________ Soil Hydrologic Group (A,B,C,D) (Circle one)
10-Year EI = _________Slope Length ________ Slope Percent ________ Furrow Grade Percent_________
(EI 10 Map) (from 3 above) (from 3 above)

Table 1 page 6.13 - 6.14 Table 2 page 6.15 Table 3 page 6.16 - 6.27

Cover Management Condition Ridge Height Contouring
Year (1) _________________ ___________ ____________
Year (2) _________________ ___________ ____________
Year (3) _________________ ___________ ____________
Year (4) _________________ ___________ ____________
Year (5) _________________ ___________ ____________
Total Years "P" ___________
Average "P" (Total Years "P" / Years) = ______________

Step 2. Adjust Contouring "P" Subfactor for Furrow Grade (Table 4 page 6.28 - 6.29).
a. Determine if contour furrow grade meets Contour Farming standard row grade. If it does, go to STEP 3. If it doesn't, go to
b. below to determine adjustment to "P" subfactor.
c. Determine the Ratio of "Furrow Grade" to the "Profile (slope) grade".
Formula: Ratio = Furrow Grade % = __________
(Round to Nearest 0.1) Slope/Profile % = = ____________
From Table 4 page 6.28 - 6.29: Find the Contouring "P" Subfactor Value Adjusted for Furrow Grade.
Adjusted "P" Subfactor for Furrow Grade = ____________________

Step 3. Determine Critical Slope Length (Figures 1 - 23 pages 6.35 - 6.57).
(Each Year Evaluated Against Its "Cover Management Conditions").
Crop Year Contouring Critical Length Stripcropping Critical Length
1 ______________ X 1.5 = ________________
2 ______________ X 1.5 = ________________ USE SMALLEST
3 ______________ X 1.5 = ________________ *See subscript below
4 ______________ X 1.5 = ________________
5 ______________ X 1.5 = ________________
*Critical Slope Length Equals the Smallest Critical Length for `Contouring" if contouring; and for "Stripcropping" if contour stripcropping is used

Note 1: If the "Critical Slope Length" is more than the "Actual Slope Length" use the "P" Subfactor determined in Step 2.
Note 2: If the "Critical Slope Length" is less than the "Actual Slope Length" go to Step 4.

Step 4. Adjusting the Contouring "P" Subfactor where Slope Length exceeds the "Critical Slope Length"
(Figures 1 - 23).
A. Determine "Actual Slope Length" / "Critical Slope Length" Ratio.
Ratio = Critical Slope Length _________ / Slope Length (for the Slope %)_________ = _________
B. Go to Figures 1-23 to determine "P" Subfactor Adjustment for "Critical Slope Length".

Note: 1. Use the "Medium" Range for Rill/Interill Ratio - Use:
Figure 29 for Slopes 0.2 - 4.0%
Figure 30 for Slopes 4.1 - 12%
Figure 31 for Slope. 13 - 80%
"P" Subfactor Adjustment for Critical Slope = __________
R _______ x K _______ x L ______ x C ______ x P ______ = A ________ Tons/Acre/Year

"P" Subfactor Procedure for Contour/Field Stripcropping & Buffer Strips

Step 1. Determine "P" Subfactor for "Contouring " (see previous steps).

Step 2. Number of strips that cross the Slope Length ______ .Note: Two (2) is the minimum strips to cross a slope length. If less that 2. use the "P" Subfector Procedure for "Contouring".

Step 3. Determine "P" Subfactor for Cover and Ridge Height Conditions for Contour/ Field Stripcropping and Buffer strips.
a. From Table 1 pages 6.13 - 6.14 select proper Cover Management Condition._______
b. From Table 2 page 6.15 select proper Ridge Height rating.________
Next, choose either Table 5A (Contour Stripcropping), 5B (Field Stripcropping), or 5C (Buffer Strips) and select the number of strips on the left side and the Ridge Height/Cover Management Condition pairings from the bottom to determine "P" Sub factor for Stripcropping (contour or field) or Buffer Strips (circle one).
Enter "P" Subfactor (From table 5A,.5B, or 5C)_____ "P" Subfactor. Remember to select from sod based table or small grain based table.

Step 4. Determine the "Composite" "P" Sub factor
(Contour Cropping "P" Subfactor) X (Buffer/Stripcropping Field "P" Sub factor) = "P" Factor
____________ x __________ = __________ "P" for Contour/Field Stripcropping and/or Buffer Strips.

Step 5. Determine Predicted Soil Loss.
R______ x K______ x LS______ x C______ x P ______ = A ______ Tons/Acre/Year

 



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December 20, 2001