Erosion Theory Module Rev1 Compressed
Transcript of Erosion Theory Module Rev1 Compressed
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Module 2Erosion Theory
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Erosion TheoryErosion and Sedimentation ProcessErosion Prediction
Presentation Agenda
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Erosion can be beautiful…
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But not on your project site!
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Soil erosion is the process by which soil particles become detached by water, wind, or gravity and are transported from their original location
What is erosion?
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Natural processCreated current featuresTempered by natural forcesCauses little damage
(unless assisted by human activity)
Geologic Erosion
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Accelerated Erosion = natural erosion x human
activities
Accelerated Erosion = natural erosion x human
activities
Erosion Process
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Removal of surface cover Increased imperviousness (i.e., paving) that increases
runoffExposure of more erodible soil
What can accelerate erosion problems?
Erosion Process
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Rain hitting the land surface can dislodge significant amounts of pollutants
Sheet flow overland can erode slopes
Unchecked erosion will commonly lead to formation of channels
The receiving water bears the impact of quantity and quality degradation
Erosion Process
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What is Sedimentation?Sedimentation is the deposition of the eroded
material
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Erosion
Sedimentation
Erosion and Sedimentation
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What is Turbidity? Turbidity is a measure of
the degree to which the water looses its transparency due to the presence of suspended particulates
The more total suspended solids in the water, the murkier it seems and the higher the turbidity
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What is Turbidity? Turbidity is measured in
Nephelometric Turbidity Units (NTUs)
The instrument used for measuring it is called nephelometer or turbidimeter, which measures the intensity of light scattered at 90 degrees as a beam of light passes through a water sample
Turbidity standards of 5, 50, and 500 NTU
Turbidity standards of 5, 50, and 500 NTU
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Splash Erosion
Sheet Erosion (Overland Flow)
Rill Erosion
Gully Erosion
Channel Erosion
Types of Erosion
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Splash ErosionRain drops striking bare soil
directly at 5-20 mphDetaches soil particlesParticles can then be transported
by the action of water and/or wind
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Raindrop Erosion• Primary source of
erosion
• Raindrop erosion is often imperceptible
• Indicators • Pedestals• Stains• Gravelling or
Lag
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Splash detachment carries away soil fines except where gravel
protects the soil
Splash detachment carries away soil fines except where gravel
protects the soil
Pedestal
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Sheet Erosion (Overland Flow)The removal of a uniform
thin layer of soil by raindrop splash or water run-off
Surface film of water 1/16” – 1/8” deep
This process may occur unnoticed on exposed soil even though raindrops are eroding large quantities of soil
This process eventually becomes more dramatic via the formation of rills and gullies
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Rill ErosionShallow surface flows that
become condensedWell-defined tiny channelsSmall enough to step
acrossOften end part way up
slope but can extend to crest by “headcutting”
Increased velocity and turbulence
The rate of rill erosion can be approximately 100 X greater than sheet erosion
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Rill Erosion• Rill Formation affected
by: • Distance traveled• Slope inclination• Surface roughness
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Accumulating runoff becomes concentrated and forms small rills throughout the soil
Several rills may form throughout a slope and eventually may join together to form Gullies
The rate of gully erosion can be approximately 100 X greater than rill erosion
Gully Erosion
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• Look for the following visual cues:• Large, deep cuts in soil• Single cuts• Branching cuts• Often too large to
step across• Often found in areas without
evidence of other erosion types
Key Point – Gully and Rill erosion are caused by concentrated flows. Always treat the “problem” first – not the symptom.
Key Point – Gully and Rill erosion are caused by concentrated flows. Always treat the “problem” first – not the symptom.
Gully Erosion
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Channel Erosion Results from increased volume, velocity and or duration of
flow, and concentration of flow - primarily from increased impervious surfaces
Channel erosion occurs in areas where tributaries, storm drains and or culverts flow into unprotected channels
Urbanization results in increases of impervious surfaces which is reflected in incised and degraded stream channels
Urbanization results in increases of impervious surfaces which is reflected in incised and degraded stream channels
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Wind Erosion Depending on wind velocity and particle size,
soil particles move by saltation, surface creep, and suspension.
May be estimated by:E = f (I x K x C x L x V)E = the potential average annual soil loss in tons per acre, f = a function of I = the soil erodibility index. It is related to the percentage of
non-erodible soil aggregates larger than 0.84 mm in diameter,
K = the surface roughness factor,C = the climatic factor. It is based on the average wind velocity
and surface soil moisture,L = the unsheltered distance across a field or strip along the
prevailing wind erosion direction, V = the vegetative cover factor.
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Wind Erosion - StockpilesE = 1.7 (s/1.5)(365-p)(f/15)
235whereE = Total suspended particulates, lb/day/acres = silt content, percentp = # days per year with > 0.01” rainfallf = percent time with wind speed > 12 mph at
mean pile height
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Wind Erosion ControlControl system for wind erosion work in one
of two ways:Reduce wind speed on the soil surfaceForm a new, less erodible soil surface
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Reducing Wind Speed at Soil SurfaceCovering the pile with a wind-impervious
fabric or other materialErecting a windscreenChanging the pile orientation and shape
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Forming a New Less Erodible SurfaceSpraying water to compact and weight the
soil particlesApplying a chemical dust suppressant or soil
binder to form a crust or bind the surface soil particles together
Establishing vegetation. Roots bind the soil together; stems and leaves reduce wind speed at soil surface
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It is often instructive to look at things from another perspective
Let’s get another perspective from “Junior Raindrop”, “Papa Cloud”, and “Mother Earth”
1948, U.S. Department of Agriculture, Forest
Service
1948, U.S. Department of Agriculture, Forest
Service
Junior Raindrop
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What did we learn from video? How raindrop impact
can infuriate Jr. or slowly let him infiltrate
How Jr. will start to ‘run’ if “nobody cares”
How rills and gullies form when Jr. starts to run as a “Gang”
• Key remedies:• Mulch or Cover for raindrop
impact• Increase infiltration• Decreased surface
compaction - organic matter incorporation as feasible
• Slope breaks, surface roughness, fiber rolls etc. to slow Jr. down
• Runoff reduction techniques to prevent concentrated flows and “gangster action”
• Key remedies:• Mulch or Cover for raindrop
impact• Increase infiltration• Decreased surface
compaction - organic matter incorporation as feasible
• Slope breaks, surface roughness, fiber rolls etc. to slow Jr. down
• Runoff reduction techniques to prevent concentrated flows and “gangster action”
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What Did We Learn From “Junior”?
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Pop Quiz – What kind of erosion is it?
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Question #1A - Raindrop
erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
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Question #2A - Raindrop
erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
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A - Raindrop erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
Question #3
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A - Raindrop erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
Question #4
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A - Raindrop erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
Question #5
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A - Raindrop erosion
B - Sheet erosion
C - Rill erosion
D - Gully erosion
E - Channel erosion
Extra credit: How would you fix it ?Extra credit: How would you fix it ?
Question #6
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Estimate of average soil loss, expressed as “A” Usually calculated as an average loss over a
site Losses at various parts of the site may differ
greatly from one area to another Typically calculated on an annual basis but can
also be calculated on a less frequent basis My be calculated on a storm basis
Erosion Prediction
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Should not be confused with erosion; the terms are not interchangeable
Amount of eroded soil delivered to a point in the watershed that is remote from the origin of the detached soil particles
Includes erosion from slopes, channels, and mass wasting, minus sediment deposited before it reaches the point of interest
Sediment Yield
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Models are available to predict erosion rateUniversal Soil Loss Equation (USLE) Revised Universal Soil Loss Equation
(RUSLE) and RUSLE2Most do not estimate sediment yield…
RUSLE2 does
Erosion Prediction
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There a 5 major factors influencing erosion: A = Average Annual Soil Loss (tons/ac/yr) R = Rainfall Factor K = Soil Erodability Factor L/S = Slope Length and Steepness Factors C = Soil Cover Factor P = Practice Factor
A = R x K x LS x C x PA = R x K x LS x C x P
Universal Soil Loss Equation (USLE)Erosion Prediction
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Rainfall Erosivity (R) FactorWhen factors other than rainfall are held
constant, soil loss is directly proportional to a rainfall factor composed of total storm kinetic energy (E) times the maximum 30-min intensity (I30) (Wischmeier and Smith, 1958)
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R is the average annual sum of EI30 for storm events during a rainfall record of at least 22 years
"Isoerodent" maps developed for R values
R can also be obtained from http://ei.tamu.edu/
Rainfall Erosivity (R) Factor
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Soil Erodibility (K) FactorEase with which soil is detached by splash during rainfall or
by surface flow, or bothFine-textured soils with clay have low K values (about 0.05
to 0.15)…particles are resistant to detachmentCoarse-textured soils (e.g., sandy soils) have low K values
(about 0.05 to 0.2)…high infiltration resulting in low runoff even though these particles are easily detached
Medium-textured soils (e.g., silt loam) have moderate K values (about 0.25 to 0.45)…moderately susceptible to particle detachment and they produce runoff at moderate rates
Soils having a high silt content are especially susceptible to erosion and have high K values (can exceed 0.45) and can be as large as 0.65. NRCS soil data
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Soil Erodibility (K) FactorK can be obtained from
http://websoilsurvey.nrcs.usda.gov/app/
Site-specific data
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LS FactorAccounts for the effect of topography on
erosionL factor represents the slope lengthS factor represents the slope steepness
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RUSLE Slope Schematic
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LS FactorsLS FactorsAverage Watershed Slope (%)
Sheet Flow Length (ft) 0.2 0.5 1.0 2.0 3.0 4.0 5.0 6.0 8.0
<3 0.05 0.07 0.09 0.13 0.17 0.20 0.23 0.26 0.326 0.05 0.07 0.09 0.13 0.17 0.20 0.23 0.26 0.329 0.05 0.07 0.09 0.13 0.17 0.20 0.23 0.26 0.32
12 0.05 0.07 0.09 0.13 0.17 0.20 0.23 0.26 0.3215 0.05 0.07 0.09 0.13 0.17 0.20 0.23 0.26 0.3225 0.05 0.07 0.10 0.16 0.21 0.26 0.31 0.36 0.4550 0.05 0.08 0.13 0.21 0.30 0.38 0.46 0.54 0.7075 0.05 0.08 0.14 0.25 0.36 0.47 0.58 0.69 0.91
100 0.05 0.09 0.15 0.28 0.41 0.55 0.68 0.82 1.10150 0.05 0.09 0.17 0.33 0.50 0.68 0.86 1.05 1.43200 0.06 0.10 0.18 0.37 0.57 0.79 1.02 1.25 1.72250 0.06 0.10 0.19 0.40 0.64 0.89 1.16 1.43 1.99300 0.06 0.10 0.20 0.43 0.69 0.98 1.28 1.60 2.24400 0.06 0.11 0.22 0.48 0.80 1.14 1.51 1.90 2.70600 0.06 0.12 0.24 0.56 0.96 1.42 1.91 2.43 3.52800 0.06 0.12 0.26 0.63 1.10 1.65 2.25 2.89 4.24
1000 0.06 0.13 0.27 0.69 1.23 1.86 2.55 3.30 4.91
Average Watershed Slope (%)Sheet Flow Length (ft) 10.0 12.0 14.0 16.0 20.0 25.0 30.0 40.0 50.0 60.0
<3 0.35 0.36 0.38 0.39 0.41 0.45 0.48 0.53 0.58 0.636 0.37 0.41 0.45 0.49 0.56 0.64 0.72 0.85 0.97 1.079 0.38 0.45 0.51 0.56 0.67 0.80 0.91 1.13 1.31 1.47
12 0.39 0.47 0.55 0.62 0.76 0.93 1.08 1.37 1.62 1.8415 0.40 0.49 0.58 0.67 0.84 1.04 1.24 1.59 1.91 2.1925 0.57 0.71 0.85 0.98 1.24 1.56 1.86 2.41 2.91 3.3650 0.91 1.15 1.40 1.64 2.10 2.67 3.22 4.24 5.16 5.9775 1.20 1.54 1.87 2.21 2.86 3.67 4.44 5.89 7.20 8.37
100 1.46 1.88 2.31 2.73 3.57 4.59 5.58 7.44 9.13 10.63150 1.92 2.51 3.09 3.68 4.85 6.30 7.70 10.35 12.75 14.89200 2.34 3.07 3.81 4.56 6.04 7.88 9.67 13.07 16.16 18.92250 2.72 3.60 4.48 5.37 7.16 9.38 11.55 15.67 19.42 22.78300 3.09 4.09 5.11 6.15 8.23 10.81 13.35 18.17 22.57 26.51400 3.75 5.01 6.30 7.60 10.24 13.53 16.77 22.95 28.60 33.67600 4.95 6.67 8.45 10.26 13.94 18.57 23.14 31.89 39.95 47.18800 6.03 8.17 10.40 12.69 17.35 23.24 29.07 40.29 50.63 59.93
1000 7.02 9.57 12.23 14.96 20.57 27.66 34.71 48.29 60.84 72.15
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Cover (C) FactorReflect the effect of plant cover and
management practices on erosion ratesIs the factor used most often to compare the
relative impacts of management options on conservation plans
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Table 3-4
COVER INDEX FACTOR C -- CONSTRUCTION SITES
Type of Cover Factor C Percent1
None (fallow ground) 1.0 0.0
Temporary Seedings (90 percent stand):
Ryegrass (perennial type) 0.05 95Ryegrass (annuals) 0.1 90Small grain 0.05 95Millet or sudan grass 0.05 95Field bromegrass 0.03 97
Permanent Seedings (90 percent stand): 0.01 99
Sod (laid immediately): 0.01 99
Application RateTons Per Acre
Mulch:
Hay .50 0.25 75Hay 1.00 0.13 87Hay 1.50 0.07 93Hay 2.00 0.02 98Small grain straw 2.00 0.02 98Wood chips 6.00 0.06 94Wood cellulose 1.75 0.10 90
l Percent soil loss reduction as compacted/with fallow ground.
Source: USDA-NRCS, Connecticut Technical Guide.
C Factors for Construction
Sites
C Factors for Construction
Sites
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Practice (P) FactorRatio of soil loss with a specific support
practice to the corresponding soil loss with upslope and downslope disturbance
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P Factors for Construction
Sites
P Factors for Construction
Sites
Note: P=0.48 for Track Walking(Testing performed at San Diego State Erosion Control Laboratory)
Note: P=0.48 for Track Walking(Testing performed at San Diego State Erosion Control Laboratory)
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RUSLE2 is a computer-aided method for predicting erosion
Helps document site data needed for analyses RUSLE2 can help the designer justify an
erosion control strategy Selecting BMPs in RUSLE2 is an Iterative Process RUSLE2 does not provide BMP specifications, cost,
or absolute effectiveness
Erosion Prediction: RUSLE2
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RUSLE2 is interactive (i.e., when input values are changed the soil loss and sediment delivery (yield) are re-calculated)
RUSLE2 is interactive (i.e., when input values are changed the soil loss and sediment delivery (yield) are re-calculated)
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Gross Erosion = Sheet and Rill Erosion + Other
Erosion
Procedure for Estimating Gross Erosion
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May be calculated using the USLE, RUSLE, or RUSLE2
Sheet and Rill Erosion
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Soil loss from gullies, channels, other concentrated flow may be determined by calculating the annual volume of soil removed from the eroded area
Annual tons of soil loss can be determined by multiplying the volume by the weight of the soil
Other Erosion
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Table 3-6
ESTIMATED WEIGHT OF SOILS1
Soil Textural Class Dry Density (lbs./ft3)clay 70-95silty clay, silty clay loam 75-100sandy clay, loam, sandy loam 80-105clay loam, silt loam 85-100sandy clay loam, loamy sands, sands 95-110
1 Data and estimates from published soil surveys, laboratory data and soil interpretationrecords are to be used where available. Parent materials, soil consistency, soil structure, porespace, soil texture, content of coarse fragments all have an influence on unit weight.
Estimated Weight of Soils
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Review Problems
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A new school development project will be constructed in San Diego
The Project will disturb 19.4 acres Project will have a duration of 1 year The average slope is ~25% The average slope length is 100 feet Site will be compacted smooth and scraped
with a bulldozer
RUSLE Problem 1
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Determine the estimated soil loss from this site if it remains unprotected.
RUSLE Problem 1
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A = Average Annual Soil Loss (tons/ac/yr) R = Rainfall Factor K = Soil Erodability Factor L/S = Slope Length and Steepness Factors C = Soil Cover Factor P = Practice Factor
A = R x K x LS x C x PA = R x K x LS x C x P
RUSLE Problem 1
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Obtain R from http://ei.tamu.edu/ Result: R=51
Project locationProject location
RUSLE Problem 1
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Obtain K from http://websoilsurvey.nrcs.usda.gov/app/ Result: K=0.20
RUSLE Problem 1
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Average Watershed Slope (%)Sheet Flow Length (ft) 10.0 12.0 14.0 16.0 20.0 25.0 30.0 40.0 50.0 60.0
<3 0.35 0.36 0.38 0.39 0.41 0.45 0.48 0.53 0.58 0.636 0.37 0.41 0.45 0.49 0.56 0.64 0.72 0.85 0.97 1.079 0.38 0.45 0.51 0.56 0.67 0.80 0.91 1.13 1.31 1.47
12 0.39 0.47 0.55 0.62 0.76 0.93 1.08 1.37 1.62 1.8415 0.40 0.49 0.58 0.67 0.84 1.04 1.24 1.59 1.91 2.1925 0.57 0.71 0.85 0.98 1.24 1.56 1.86 2.41 2.91 3.3650 0.91 1.15 1.40 1.64 2.10 2.67 3.22 4.24 5.16 5.9775 1.20 1.54 1.87 2.21 2.86 3.67 4.44 5.89 7.20 8.37
100 1.46 1.88 2.31 2.73 3.57 4.59 5.58 7.44 9.13 10.63150 1.92 2.51 3.09 3.68 4.85 6.30 7.70 10.35 12.75 14.89200 2.34 3.07 3.81 4.56 6.04 7.88 9.67 13.07 16.16 18.92250 2.72 3.60 4.48 5.37 7.16 9.38 11.55 15.67 19.42 22.78300 3.09 4.09 5.11 6.15 8.23 10.81 13.35 18.17 22.57 26.51400 3.75 5.01 6.30 7.60 10.24 13.53 16.77 22.95 28.60 33.67600 4.95 6.67 8.45 10.26 13.94 18.57 23.14 31.89 39.95 47.18800 6.03 8.17 10.40 12.69 17.35 23.24 29.07 40.29 50.63 59.93
1000 7.02 9.57 12.23 14.96 20.57 27.66 34.71 48.29 60.84 72.15
Obtain LS from Table Result: LS=4.59
RUSLE Problem 1
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Table 3-5
PRACTICE FACTOR P SURFACE CONDITION FOR CONSTRUCTION SITES
Surface Condition with No Cover Factor P1
Compact and smooth, scraped with bulldozer or scraper up and downhill.
1.3
Same condition, except raked with bulldozer root rake up and downhill.
1.2
Compact and smooth, scraped with bulldozer or scraper across the slope.
1.2
Same condition, except raked with bulldozer root rake across the slope.
0.9
Loose as a disked plow layer. 1.0
Rough, irregular surface equipment tracks in all directions.
0.9
Loose with rough surface greater than 12” depth.
0.8
Loose with smooth surface greater than 12” depth.
0.9
1 Values based on estimates. Source: USDA-NRCS, Connecticut Technical Guide.
Obtain P from Table
Result: P=1.3
RUSLE Problem 1
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A = (51)(0.20)(4.59)(1)(1.3) =61 tons/acre/year
x 19.4 acres =1,183 tons per year
RUSLE Problem 1 - Solution
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What if we track walk the slope and spread straw mulch at 2 tons/acre?
RUSLE Problem 2
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Table 3-4
COVER INDEX FACTOR C -- CONSTRUCTION SITES
Type of Cover Factor C Percent1
None (fallow ground) 1.0 0.0
Temporary Seedings (90 percent stand):
Ryegrass (perennial type) 0.05 95Ryegrass (annuals) 0.1 90Small grain 0.05 95Millet or sudan grass 0.05 95Field bromegrass 0.03 97
Permanent Seedings (90 percent stand): 0.01 99
Sod (laid immediately): 0.01 99
Application RateTons Per Acre
Mulch:
Hay .50 0.25 75Hay 1.00 0.13 87Hay 1.50 0.07 93Hay 2.00 0.02 98Small grain straw 2.00 0.02 98Wood chips 6.00 0.06 94Wood cellulose 1.75 0.10 90
l Percent soil loss reduction as compacted/with fallow ground.
Source: USDA-NRCS, Connecticut Technical Guide.C Factors for Construction
Sites
C Factors for Construction
Sites
RUSLE Problem 2
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Table 3-5
PRACTICE FACTOR P SURFACE CONDITION FOR CONSTRUCTION SITES
Surface Condition with No Cover Factor P1
Compact and smooth, scraped with bulldozer or scraper up and downhill.
1.3
Same condition, except raked with bulldozer root rake up and downhill.
1.2
Compact and smooth, scraped with bulldozer or scraper across the slope.
1.2
Same condition, except raked with bulldozer root rake across the slope.
0.9
Loose as a disked plow layer. 1.0
Rough, irregular surface equipment tracks in all directions.
0.9
Loose with rough surface greater than 12” depth.
0.8
Loose with smooth surface greater than 12” depth.
0.9
1 Values based on estimates. Source: USDA-NRCS, Connecticut Technical Guide.
Note: P=0.48 for Track Walking(Testing performed at San Diego State Erosion Control Laboratory)
Note: P=0.48 for Track Walking(Testing performed at San Diego State Erosion Control Laboratory)
RUSLE Problem 2
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A = (51)(0.20)(4.59)(0.02)(0.48) =0.4 tons/acre/year
x 19.4 acres =~8 tons per year!!
RUSLE Problem 2 - Solution
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QuestionsAnswersDiscussion