REVISED UNIVERSAL SOIL LOSS EQUATION-Version 2
Predicting Soil Erosion By Water:  A Guide to Conservation Planning

UNIT 1
Course Objectives and Topics

OBJECTIVES
Understand erosion processes
Learn RUSLE2 and its software
Learn field office applications of RUSLE2

UNIT 2
Overview of Erosion

OVERVIEW OF EROSION
Definition of erosion
Erosion processes
Types of erosion
Why erosion is a concern
Uses of erosion prediction tools

EROSION
“Erosion is a process of detachment and transport of soil particles by erosive agents.”
Ellison, 1944
Erosive Agents
Raindrop impact
Overland flow surface runoff from rainfall

DETACHMENT
Removal of soil particles from soil surface
Adds to the sediment load
Sediment load: Rate sediment is transported downslope by runoff

DETACHMENT

DEPOSITION
Reduces the sediment load
Adds to the soil mass
Local deposition
Surface roughness depressions
Row middles
Remote deposition
Concave slope
Strips
Terraces

DEPOSITION

TYPES OF EROSION
Interrill and rill (sheet-rill)
Ephemeral gully
Permanent, incised (classical) gully
Stream channel
Mass movement
Geologic

DEFINITIONS

DEFINITIONS

DEFINITIONS

DEFINITIONS

DEFINITIONS

LOCAL DEPOSITION

Credit for Deposition
Local Deposition
Full credit
Remote Deposition
Partial credit
Amount
Location
Spacing of terraces

SEDIMENT CHARACTERISTICS
Particle Classes
Primary clay, primary silt, small aggregate, large aggregate, primary sand
At Detachment
Distribution of classes function of texture
Diameter of small and large aggregates function of texture
After Deposition
Sediment enriched in fines

EROSION IS A CONCERN
Degrades soil resource
Reduces soil productivity
Reduces soil organic matter
Removes plant nutrients
Causes downstream sedimentation
Produces sediment which is a pollutant
Produces sediment that carries pollutants

WHERE EROSION CAN BE A PROBLEM
Low residue crops
Conventional tillage
Rows up/down steep slopes
Low maintenance pasture
Disturbed land with little cover

EROSION PREDICTION AS A TOOL
Guide management decisions
Evaluate impact of erosion
Inventory soil erosion
Conservation planning

EROSION PREDICTION AS A TOOL
Concept:
Estimate erosion rate
Evaluate by ranking
Evaluate against quality criteria
Tool: RUSLE2
Quality Criteria: Soil loss tolerance

PLANNING VARIABLES
Soil loss on eroding portions of hillslope
Detachment (sediment production) on hillslope
Conservation planning soil loss for hillslope
Ratio of segment soil loss to soil tolerance adjusted for segment position
Sediment yield from hillslope/terraces

UNIT 3
Overview of RUSLE2

OVERVIEW OF RUSLE2
(Revised Universal Soil Loss Equation-Version 2)
Where RUSLE2 applies
Major factors affecting erosion
RUSLE2 factors
RUSLE2 background

Landscape

FACTORS AFFECTING INTERILL-RILL EROSION
Climate
Soil
Topography
Land use
Cultural practices
Supporting practices

RUSLE2 FACTORS
Daily Soil Loss
a = r k l s c p
r - Rainfall/Runoff
k - Soil erodibility
l - Slope length
s - Slope steepness
c - Cover-management
p - Supporting practices

RUSLE FACTORS
(Sediment Production)
Climate r
Soil k
Topography ls
Land Use and lscp
Management

RUSLE FACTORS
A = f (erodibility, erosivity)
Erosivity – rklscp
Erodibility - klc

RUSLE FACTORS
Unit Plot Concept
a = rk  lscp
rk - Unit plot soil loss
(dimensions)
lscp - Adjusts unit plot soil loss
(dimensionless)

Slide 33

Slide 34

How Deposition at a Grass Strip Affects Sediment Characteristics

RUSLE2 BACKGROUND
Combines empirical field data-process based equations
(natural runoff and rainfall simulator plots)
Zingg’s equation (1940)
Smith and Whit’s equation (1947)
AH-282 (1965)
“Undisturbed land” (1975)
AH-537 (1978)
Disturbed forestland (1980)
RUSLE1 (1992)
AH703 (1997)
OSM Manual (mined, reclaimed land, construction sites) (1998)
RUSLE2 (2001)

RUSLE2 APPLICATIONS
Cropland
Pastureland
Rangeland
Disturbed forest land
Construction sites
Surface mine reclamation
Military training lands
Parks
Waste disposal/landfills

SUMMARY
Factors affecting erosion
RUSLE2 factors
RUSLE2 background

Unit 4
RUSLE2 Factors

RUSLE2 Factors
r- erosivity factor
k- erodibility factor
l- slope length factor
s- slope steepness factor
c- cover-management factor
p- supporting practices factor

EROSIVITY
Single storm
Energy x 30 minute intensity
Fundamentally product of rainfall amount x intensity
Annual-sum of daily values
Average annual-average of annual values
Daily value=average annual x fraction that occurs on a given day

EROSIVITY - R
Las Vegas, NV 8
Phoenix, AZ 22
Denver, CO 40
Syracuse, NY 80
Minneapolis, MN 110
Chicago, IL 140
Richmond, VA 200
St. Louis, MO 210
Dallas, TX 275
Birmingham, AL 350
Charleston, SC 400
New Orleans, LA 700

Erosivity Varies During Year

10 yr EI
Reflects locations where intense, erosive storms occur that have a greater than proportional share of their effect on erosion
Effectiveness and failure of contouring
Effect of ponding on erosivity
Sediment transport capacity

Reduction by Ponding
Significant water depth reduces erosivity of raindrop impact
Function of:
10 yr EI
Landslope

SOIL ERODIBILITY - K
Measure of soil erodibility under standard unit plot condition
72.6 ft long, 9% steep, tilled continuous fallow, up and down hill tillage
Independent of management
Major factors
Texture, organic matter, structure, permeability

SOIL ERODIBILITY - K
Effect of texture
clay (0.1 - 0.2) resistant to detachment
sand (0.05 - 0.15) easily detached, low runoff, large, dense particles not easily transported
silt loam (0.25 - 0.35) moderately detachable, moderate to high runoff
silt (0.4 -0.6) easily detached, high runoff, small, easily transported sediment

Time Variable K
Varies during year
High when rainfall is high
Low when temperature is high
Very low below about 25 °F

Time Variable K

TOPOGRAPHY
Overland flow slope length
Slope lengths for eroding portions of hillslopes
Steepness
Hillslope shape

Hillslope Shape

Overland Flow Slope Length
Distance from the origin of overland flow to a concentrated flow area
This slope length used when the analysis requires that the entire slope length be considered.

Slope Length for Eroding Portion of Slope
Only works for simple slopes
Traditional definition
Distance from origin of overland flow to concentrated flow or to where deposition begins
Definition is flawed for strips and concave:convex slopes
Best approach: Use overland flow slope length and examine RUSLE2 slope segment soil loss values

Slide 54

Slope Length for Concave Slope

Rule of Thumb for Deposition Beginning on Concave Slopes

Slope Length for Concave:Convex Slope

Slide 58

Basic Principles
Sediment load accumulates along the slope because of detachment
Transport capacity function of distance along slope (runoff), steepness at slope location, cover-management, storm severity (10 yr EI)
Deposition occurs where sediment load becomes greater than transport capacity

Detachment Proportional to Slope Length Factor
Slope length effect
l= (x/72.6)n
x = location on slope
n = slope length exponent
Slope length exponent
Related to rill:interrill ratio
Slope steepness, rill:interrill erodibility, ground cover, soil biomass, soil consolidation
Slope length factor varies on a daily basis

Slope Length Effects
Slope length effect is greater on slopes where rill erosion is greater relative to interrill erosion
Examples:
Steep slopes
Soils susceptible to rill erosion
Soils recently tilled
Low soil biomass

Detachment Proportional to Slope Steepness Factor

Effect of Slope Shape on Erosion

Land Use
Cover-management
Supporting practices

Cover-Management
Vegetative community
Crop
Crop rotation
Conservation tillage
Application of surface and buried materials (mulch, manure)
Increasing random roughness

Supporting Practices
Contouring
Strip systems
Buffer, filter, strip cropping, barriers
Terrace/Diversion
Impoundments
Tile drainage

Cover-Management Subfactors
Canopy
Ground cover
Surface Roughness
Ridges
Below ground biomass
Live roots, dead roots, buried residue
Soil consolidation
Antecedent soil moisture (NWRR only)

Cover-Management Effects

Canopy
Cover above soil surface that intercepts rainfall but does not touch soil surface to affect surface flow
Main variables
Percent of surface covered by canopy
Effective fall height

Effective Fall Height

Ground Cover
Cover directly in contact with soil surface that intercepts raindrops, slows runoff, increases infiltration
Examples
Live plant material
Plant residue and litter
Applied mulch
Stones

Ground Cover Effect

Ground Cover
Live cover depends on type of vegetation, production level, and  stage
Residue
Amount added by senescence, flattening, and falling by decomposition at base
Decomposition
Rainfall amount
Temperature

Interaction of Ground Cover and Canopy
Canopy over ground cover is considered to be non-effective
As fall height approaches zero, canopy behaves like ground cover

Random Roughness
Creates depressions
Usually creates erosion resistant clods
Increases infiltration
Increases hydraulic roughness that slows runoff, reducing detachment and transport capacity

Random Roughness
Standard deviation of micro-elevations
Roughness at tillage function of:
Implement
Roughness at time of disturbance and tillage intensity
Soil texture
Soil biomass
Decays with:
Rainfall amount
Interrill erosion

Ridges
Ridges up and downhill increase soil loss by increasing interrill erosion
Function of:
Effect increases with ridge height
Effect decreases with slope steepness above 6%
Ridge height decays with rainfall amount and interrill erosion
Effect shifts from increasing soil loss when up and downhill to decreasing soil loss when on the contour

Dead Biomass Pools
Killing vegetation converts live standing to dead standing and live roots to dead roots
Operations
Flatten standing residue to flat residue (ground cover)
Bury flat residue
Resurface buried residue
Redistribute dead roots in soil
Material spread on surface
Material incorporated (lower one half of depth of disturbance)
Decomposition at base causes standing residue to fall

Decomposition of Dead Biomass
Function of:
Rainfall
Temperature
Type of material
Standing residue decays much more slowly

Below ground biomass
Live roots
Distributed non-uniformly within soil
Dead roots
Buried residue
Half of material decomposed on surface is added to upper 2 inches
Incorporated biomass

Effect of Below Ground Biomass
Roots mechanically hold the soil
Add organic matter that improves soil quality, reduces erodibility, increases infiltration
Affect rill erosion more than interrill erosion
Effect of roots considered over upper 10 inches
Effect of buried residue over upper 3 inches, but depth decreases to 1 inch as soil consolidates (e.g. no-till)

Soil Consolidation
Overall, freshly tilled soil is about twice as erodible as a fully consolidated soil
Erodibility decreases with time
Seven years in the Eastern US
Depends on rainfall in Western US, up to 25 years

Width of Disturbance
Width of disturbance taken into account in surface cover, random roughness, and soil consolidation

Antecedent Soil Moisture (NWRR)
Soil loss depends on how much moisture previous cropping systems have removed from soil

Supporting Practices
Contouring/Cross-slope farming
Strips/barriers
Rotational strip cropping, buffer strips, filter strips, grass hedges, filter fence, straw bales, gravel bags
Terraces/diversions
Impoundments

Contouring/Cross Slope Farming
Redirects runoff
Fail at long slope lengths
Effectiveness depends on ridge height
(no ridge height—no contouring effect)

Contouring/Cross Slope Farming (continued)
Function of:
Ridge height
Row grade
Cover-management
Hydrologic soil group
Storm severity (10 yr EI)
Varies with time
Tillage that form ridges
Decay of ridges

Critical Slope Length
If slope length longer than critical slope length, contouring fails allowing excessive rill erosion
Function of:
Storm severity, slope steepness, cover-management, EI distribution
Critical slope length extensions below strips depend on degree that strip spreads runoff
Terraces are used if changing cover-management or strips are not sufficient
Soil disturbance required to restore failed contouring

Buffer/Filter Strips
Narrow strips of dense vegetation (usually permanent grass) on contour
Effective by inducing deposition (partial credit) and spreading runoff
Most of deposition is in backwater above strip
Buffer strips
Multiple strips
Either at bottom or not a strip at bottom
Water quality-must have strip at bottom and this strip twice as wide as others
Filter strip-single strip at bottom

Rotational Strip Cropping
Equal width strips on contour
Strips are rotated through a crop rotation cycle
Offset starting dates among strips so that strips of close growing vegetation separate erodible strips
Benefit:
Deposition (full credit)
Spreading runoff
Reduced ephemeral gully erosion not credited in RUSLE2

Terraces
Ridges and channels periodically placed along hillslope that divides hillslope into shorter slope lengths except for widely spaced parallel terraces that may have not effect on slope length
Benefit:
Shorten slope length and trap sediment
Runoff management system
Evenly spaced
May or may have a terrace at bottom
Maintenance required to deal with deposition

Slide 92

Deposition in Terraces
Deposition occurs when sediment load is greater than transport capacity
Sediment load from sediment entering from overland area
Transport capacity function of grade and storm erosivity
Deposition depends on sediment characteristics
Deposition enriches sediment in fines

Diversions
Ridges and channels placed at strategic locations on hillslope to shorten slope length
Reduce runoff rate and rill erosion
Generally designed with a steepness sufficiently steep that no deposition occurs but not so steep that erosion occurs

Impoundments (Small sediment control basins)
Deposition by settling process
Function of:
Sediment characteristic of sediment load reaching impoundment

Sequencing of Hydraulic Elements
Hydraulic elements-channels and impoundments
Can create a system
Can put channels-impoundments in sequence
Examples:
Tile outlet terrace—channel:impoundment
Impoundments in series—impoundment:impoundment

Benefit of Deposition
Depends on type of deposition
Local deposition gets full credit
Remote deposition gets partial credit
Credit for remote deposition
Depends on location on hillslope
Deposition at end gets almost no credit

Subsurface Drainage Systems
Reflects effects of deep drainage systems
Tile drainage systems
Lateral, deep drainage ditches
Describe by:
Assigning hydrologic soil group for undrained and drained soil
Fraction of area drained

Unit 5
Databases
Worksheets
Profiles
Climate
EI distribution
Soil
Management
Operations
Vegetation
Residue
Contouring
Strips
Diversion/terrace, sediment basin systems
Sequence of hydraulic elements

Profiles
Central part of a RUSLE2 soil loss estimate
Profile is reference to a hillslope profile
Six things describe a profile
Location, soil, topography, management, supporting practice, hydraulic element system
Topography described with profile
Can specify segments by length and steepness for topography, segments by length for soil, segments by length for management
Name and save with a name

Worksheets
Three parts: Alternative managements, practices; Alternative profiles; Profiles for a field or watershed
Alternative management, practices
Compare alternatives for a single hillslope profile
Alternative profiles
Compare specific hillslope profiles
Field/Watershed
Compute average soil loss/sediment yield for a field or watershed
Name and save worksheets

Concept of Core Database
RUSLE2 has been calibrated to experimental erosion data using assumed data values for such things as cover-mass, residue at harvest, decomposition coefficient, root biomass, burial ratios, etc.
The data used in this calibration are core calibration values
Data used in RUSLE2 applications must be consistent with these values
Core databases were set up for vegetation, residue, and operations
NRCS data manager maintains these databases
Working databases developed from the core databases

Critical RUSLE2 Rules
RUSLE2 DEFINITIONS, RULES, PROCEDURES, and CORE DATA MUST BE FOLLOWED FOR GOOD RESULTS.
Can’t independently change one set of data without recalibrating.
Must let RUSLE2 factors and subfactors represent what they were intended to represent.
For example, the K factor values are not to be modified to represent the effect of organic farming.  The cover-management subfactors represent the effects of organic farming.
Don’t like these rules—then don’t use RUSLE2 because results won’t be good.

Climate
Input values for values used to described weather at a location, county, management zone
Principal values
Erosivity value, 10 yr EI value, EI distribution, monthly rainfall, monthly temperature
Designate as Req zone and corresponding values
Data available from NRCS National Weather and Climate Center
Name and save by location

EI Distribution
24 values that describe distribution of erosivity R throughout year
For a location, county, management zone, EI distribution zone
Data available from NRCS Weather and Climate Center
Name and save

Soil
Data describes base soil conditions for unit plot conditions
Data include erodibility value, soil texture, hydrologic soil group of undrained soil, efficient subsurface drainage, time to full soil consolidation, rock cover
Erodibility nomograph available to estimate soil erodibility factor K
Data available from NRCS soil survey database
Name and same

Management
Array of dates, operations, vegetations
Specify if list of operations is a rotation
Rotation is a cycle when operations begin to repeat
Rotations used in cropping
Rotations often not used immediately after land disturbances like construction and logging during recovery period
Length of rotation
Yield, depth, speeds of operations
Added materials and amounts
NRCS databases, Extension Service
Name and save

Operations
Operations describe events that change soil, vegetation, and residue conditions
Mechanical soil disturbance, tillage, planting, seeding, frost, burning, harvest
Describe using effects and the sequence of effects
Speed and depth
Source of data: Research core database, NRCS core database, working databases
Name and save

Operation Effects
No effect
Begin growth
Kill vegetation
Flatten standing residue
Disturb surface
Live biomass removed
Remove residue/other cover
Add other cover

Operation Effects (cont)
No effect
Primarily used to obtain output at particular times or to add fallow years when not operation occurs in that year
Begin growth
Tells RUSLE2 to begin using data for particular vegetation starting at day zero
Typically associated with planting and seeding operations
Kill vegetation
Transfers mass of above ground live vegetation into standing residue pool
Transfers mass live roots into dead root pool
Typically used in harvest and plant killing operations

Operation Effects (cont)
Flatten standing residue
Transfer residue mass from standing pool to flat, ground surface pool
Based on a flattening ratio that is a function of residue type
Used in harvest operations to determine fraction of residue left standing after harvest
Used in tillage and other operations involving traffic to determine fraction of residue left standing after operation

Operation Effects (cont)
Disturb surface
For mechanical soil disturbance that loosens soil
Tillage type (inversion, mixing+some inversion, mixing only, lifting fracturing, compression) determines where residue is placed in soil and how residue and roots are redistributed within soil
Buries and resurfaces residue based on ratios that depend on residue type
Tillage intensity (degree that existing roughness is obliterated)
Recommended, minimum, maximum depths
Initial ridge height
Initial, final roughness (for the base condition)
Fraction surface area disturbed (tilled strips)

Operation Effects (cont)
Live biomass removed
Fraction removed
Fraction of that removed that is “lost” and left as ground cover (flat residue)
Used with hay and silage harvest operations
Remove residue/other cover
All surface residues affected or only most recent one?
Fraction of standing cover removed
Fraction of flat cover removed
Used in baling straw, burning operations

Operation Effects (cont)
Add other cover
Fraction added to surface versus fraction placed in soil
Unless all mass added to surface, must be accompanied by disturbed soil effect (that is, mass can not be placed in soil without disturbance)
Mass placed in soil is placed between ½ and maximum depth
Used to add mulch and manure to surface, inject manure into soil

Vegetation
Live plant material
Static variables include:
Residue name, yield, retardance, senescence, moisture depletion for NWRR
Time varying variables
Root biomass in upper 4 inches
Canopy cover percent
Fall height
Live ground (surface) cover cover percent
Source of data: Research core database, NRCS core database, working databases
Name and save

Yield-Residue Relationship
Residue at max canopy function of yield

Yield-Retardance Relationship
Residence function of yield, on contour, and up and down hill

Retardance for Up and Downhill
RUSLE2 chooses retardance based on row spacing and the retardance selected for a strip of the vegetation on the contour
How does vegetation slow the runoff?
Row spacing
Vegetation on ridge-no retardance effect
Wide row-no retardance effect (> 30 inches spacing)
No rows, broadcast-same as strip on contour
Narrow row-small grain in about 7 inch spacing
Very narrow-same as narrow row except leaves lay in row middle to slow runoff
Moderate-about 15 to 20 inches spacing

Residue
Size, toughness
5 types: small, fragile (soybeans); moderate size, moderately fragile (wheat); large size, nonfragile (corn); large size, tough (woody debris); gravel, small stones
Decomposition (coefficient, halflife)
Mass-cover values
Source: NRCS databases
Name and save

Senescence
Input the fraction of the biomass at max canopy that falls to soil surface when canopy decreases from its max value to its min value.
Input the minimum canopy value that corresponds to fraction that experiences senescence
Mass that falls is computed from difference in canopy percentages and nonlinear relationship between canopy percent and canopy mass

Contouring/Cross Slope Farming
To have contouring, must have ridge heights
To have ridge height, must have operation
Ridge height assigned in operation
Row grade
Relative row grade (preferred) or absolute
Create contouring practices based on relative row grade (row grade/land slope)
Perfect (0%), exceeds NRCS specs (5%), meets specs (10%),  Cross slope (25%), Cross slope (50%)
Name and save contouring practice

Strips/Barriers
Types
Filter, buffer, rotational strip cropping
Filter
Specify width and management on strip
Buffer
Specify number, whether strip at bottom, for erosion or water quality control, width, strip management
Rotational strip cropping
Specify number, timing of rotation on each strip
Name and save

Hydraulic Elements and Their Sequence
Channels
Specify grade
Impoundments
Nothing to specify
Specific order of elements
Name and save sequence

System of Hydraulic Elements
System composed of named sequence of hydraulic elements
Number of systems on hillslope
Is the last one at the bottom of the slope?
Name and save systems

Subsurface Drainage Systems
Represented by:
Hydrologic soil group for soil when it is well drained
Entered in soil input
Fraction of area that is drained
Name and save

UNIT 6
Applicability

LIMITS OF APPLICABILITY
How well does RUSLE apply to this situation?
Erosion Processes
Land Uses
Geographic Regions
Temporal Scale
Uncertainty in computed values

APPLICABLE PROCESSES
Yes:  Interrill and rill erosion
Yes:  Sediment yield from overland flow slope length
Yes: Sediment yield from terrace channels and simple sediment control basins
No:  Ephemeral or permanent incised gully erosion
No:  Stream channel erosion
No:  Mass wasting

Applicable Land Uses
All land uses where overland flow and interrill-rill erosion occurs
Land use independent
Best: Cropland
Moderate: Disturbed lands like military lands, construction sites, landfills, reclaimed lands
Acceptable: Rangelands, disturbed forestlands, parks and recreational areas

Cropland Applications
Best:  Clean tilled corn, soybean, wheat crops
Moderate: Conservation tillage, rotations involving hay
Acceptable: Hay, pasture
Most variable: Support practices, especially contouring

MOST APPLICABLE GEOGRAPHIC REGIONS
Rainfall occurs regularly
Rainfall predominant precipitation
Rainfall exceeds 20 inches
Northwest Wheat and Range Region (NWRR) special case
West problem area because of infrequent storms

APPLICABLE SOILS
Best: Medium Texture
Moderate: Fine Texture
Acceptable: Coarse Texture
NO: Organic

APPLICABLE TOPOGRAPHY
Slope Length
Best:  50 - 300 feet
Moderate: 0 - 50 ft , 300 - 600 ft.
Acceptable: 600 - 1000 feet
NO: >1000 feet

APPLICABLE TOPOGRAPHY
Slope Steepness
Best:  3 - 20%
Moderate: 0 - 3%, 20 - 35%
Acceptable: 35 - 100%
NO: >100%

UNCERTAINTY
Best (±25%): 4 < A < 30 t/ac/yr
Moderate (±50%): 1 < A < 4
                             30 < A < 50
Least (>±100%):    A < 1
             (>±50%):   A > 50

Significant Change
Rule of thumb:
A change in a RUSLE2 soil loss estimate by more than 10% is considered significant and meaningful in terms of representing main effect.
An change less than 10% is not considered significant in general
The accuracy for RUSLE2 representing how main effects affect soil loss is much better than the absolute accuracy for RUSLE2 estimating soil loss at any particular location and landscape condition.

TEMPORAL APPLICABILITY
Best:  Average annual, average annual season, average annual single day
Least:  Single storm provided great care used, generally not recommended

Sensitivity
Change in soil loss per unit change in a particular variable
Select a base condition
Vary input values for a variables about base condition
Sensitivity varies according to condition
Variables with greatest sensitivity require greatest attention

Examples of Sensitivity
Some variables have a linear effect
Erosivity factor R
Slope steepness
Effect of most variables is nonlinear
Ground cover
Below ground biomass
Roughness

Examples of Sensitivity (cont)
Low sensitivity
Slope length at flat slopes (0.5%) A= 4.6 t/a at k = 150 ft, 5.2 t/a at k = 500 ft, 5.5 t/a at k = 1000 ft
Moderate sensitivity
Slope length at steep slopes (20%) A = 129 t/a at k = 50 ft, A = 202 t/a at k = 100 ft, A = 317 t/a at k = 200 ft.

Examples of Sensitivity (cont)
High sensitivity-Ground cover single most important
Adding mulch
Most variables interrelated
Ground cover at planting not as much as expected
Sequence of operations
Effect of depth for a tandem disk
Depends on whether proceeded by moldboard plow

SUMMARY
RUSLE varies in its applicability
Results from RUSLE must be judged
Degree of confidence in results varies