Title: What makes the The Universal Soil Loss Equation
1- What makes the The Universal Soil Loss Equation
- Go ?
2Universal Soil Loss Equation
- Erosion f (climate, soil, topography,
landuse) A R K
LS C P - A average annual erosion in field sized
areas - R rainfall-runoff (erosivity) factor
- K soil (erodibility) factor
- LS topographic factors (L re slope length
S re slope gradient) - C crop/crop management factor
- P soil conservation practice factor
P.I.A. Kinnell Univesity of Canberra
3Universal Soil Loss Equation
- Erosion f (climate, soil, topography,
landuse) A R K
LS C P - C, P L are the main factors modified by
- land management
Erosion has units of weight per unit area (t/ha)
- the weight is an average value over that area
but that dose NOT mean that erosion is
uniform over that area.
P.I.A. Kinnell Univesity of Canberra
4Universal Soil Loss Equation
- Erosion f (climate, soil, topography,
landuse) A R K
LS C P - The Revised USLE (RUSLE)1997
- An update of the USLE to take account of new
information gained since the 1960s and 70s - USLE/RUSLE used widely in the world
P.I.A. Kinnell Univesity of Canberra
5 Based on Erosion from PlotsKey issue Unit
Plot
- 22 m long
- 9 slope gradient
- Bare fallow (no vegetation), cultivationup and
down slope
-
L S C P 1.0
P.I.A. Kinnell Univesity of Canberra
6Unit Plot 22m long 9 slope
Wheat Plot 33m long 6 slope
- ? A1 R K10 t/ha
- ? AC A1 ( L S C P )
- ? AC 10 (1.22 x 0.57 x 0.16 x 1.0)
1.1
t/ha - L, S, C and P are all ratios with respect to unit
plot conditions - The model operates in two stages - predicts A1
then AC
P.I.A. Kinnell Univesity of Canberra
7R rainfall-runoff factor
- N N number
of events in Y years ? Re
Re Event erosivity factor
e1 R
Y Y number of years
P.I.A. Kinnell Univesity of Canberra
8Event Erosivity
- Re E I30 E Event
Energy I30 max
30 min intensity
P.I.A. Kinnell Univesity of Canberra
9K soil erodibility factor
- N
N number of events - ? Ae.1
Ae.1 loss for CPLS1 - e1 (5 years of data)
- K
- N C1 bare fallow
- ? (EI30)e L1 22.13
m - e1 S 1 9 slope
P1
cult up/down slope -
P.I.A. Kinnell Univesity of Canberra
10K soil erodibility factor
- K from field experiments
- Time - 5 years or more
- Expense - setup of plots (equipment and labour)
- maintenance (equipment and labour)
- resources tied up in data
collection - Predict K from soil properties
- less time and expense
P.I.A. Kinnell Univesity of Canberra
11K from soil characteristics
- K 2.77 M1.14 (10-7) (12-OM) 4.28 (10-3)(SS-2)
3.29(10-3) (PP-3) - Developed by Wischmeier el al (1971)
- for soils where silt very fine sand is 70 and
less - K in SI units
- M ( silt very fine sand) (100 - clay)
- soil texture - OM organic matter
- SS soil structure code (USDA Soil Survey Manual)
- PP profile permeability class (USDA Soil Survey
Manual) - Other equations exist for other soils (Volcanic)
and using other properties
P.I.A. Kinnell Univesity of Canberra
12Seasonal variation in K
- In RUSLE, K can be considered to vary during year
in association with soil moisture - In USA wet in spring gtgtgt dry during
summercausing K to fall spring gtgtgt summer - Not necessarily appropriate in all geographic
locations
P.I.A. Kinnell Univesity of Canberra
13L slope length factor
L (? / 22.13) m
- USLE m0.6 slope gt10 ? m0.2 slope
lt1 - RUSLEm ? / (1?) ? ratio rill to
interrill erosion - ? depends on soil and slope
- is the projected horizontal distance travelled
by runoff before deposition or a channel occurs
P.I.A. Kinnell Univesity of Canberra
14Erosion for non-uniform slopes
L applies to uniform slopes
- How is it used to calculate erosion for non
uniform slopes ?
P.I.A. Kinnell Univesity of Canberra
15Erosion for non-uniform slopes
- Uniform slope gradient different crops
Non-uniform slope gradient same or different
crops
P.I.A. Kinnell Univesity of Canberra
16Erosion for non-uniform slopes
Can only calculate L for lengths starting at the
top of the hillslope
- Calculate L for ? (?/22.13)m
(Lslope) - Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lslope by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
17Erosion for non-uniform slopes
- Reverse of calculating the average for whole
slope (L1 x ?1) (L2 x ?2)
Lslope
?
- Calculate L for ? (?/22.13)m
(Lslope) - Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lslope by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
18Erosion for non-uniform slopes
- Reverse of calculating the average for whole
slope Lslope x ? (L1 x ?1) (L2 x ?2)
- Calculate L for ? (?/22.13)m
(Lslope) - Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lslope by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
19Erosion for non-uniform slopes
- Reverse of calculating the average for whole
slope Lslope x ? - (L1 x ?1) (L2 x ?2)
-
- Calculate L for ? (?/22.13)m
(Lslope) - Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lslope by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
20Erosion for non-uniform slopes
- Reverse of calculating the average for whole
slope (Lslope x ? - (L1 x ?1) ) / ?2
L2 -
- Calculate L for ? (?/22.13)m
(Lslope) - Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lslope by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
21Erosion for non-uniform slopes
- Lslope (? /22.13)m where ? distance to
bottom of segment (Lslope x ? - (L1 x
?1) ) / ?2 Lseg
L for a segment increases downslope and so does
erosion
P.I.A. Kinnell Univesity of Canberra
22Erosion for non-uniform slopes
Calculation method the same as for uniform slope
gradient because m is determined only the
gradient of the 2nd segment
Seg 1 has different slope
- Calculate L for ? (?/22.13)m (Lall)
- Calculate L for ?1 (?1/22.13)m
(L1) - Multiply Lall by ? subtract L1 by ?1 (X)
- Divide X by ?2 L for lower segment
P.I.A. Kinnell Univesity of Canberra
23Erosion for non-uniform slopes
- Crops are irrelevant to calculation of Lseg
- But are relevant in the calculation of segment
and hillslope erosion - A1 R K L1 S1 C1 P1A2 R K L2 S2 C2 P2
- (A1 x ?1) (A2 x ?2) Aslope
?
P.I.A. Kinnell Univesity of Canberra
24Potential Real Erosion
For a hillslope (A1 x ?1)
(A2 x ?2) Aslope
?Only valid
if no deposition in lower segment
- RUSLE 2 does deals with deposition
using transport capacity
(TC) concept - A1 5 t/ha A2 1t/ha
both segs are 1ha in area
TC2 4t - Seg 1 produces 5t. 4t passes through to the
bottom of seg 2. 1t deposited in seg 2 and no
erosion occurs in seg 2. - Hillslope has lost 4t of soil because of the
control by seg 2.
P.I.A. Kinnell Univesity of Canberra
25Potential Real Erosion
- The USLE predicts potential erosion
- Deposition will result in real erosion differing
from what USLE predicts - The ratio of Real Erosion to Predicted Erosionis
the Delivery Ratio
P.I.A. Kinnell Univesity of Canberra
26RUSLE 2
- Wheat on 18m at 10, 18m at 6, 9m at 2
- Slope delivery
- 3.8 T/A
- Soil loss
- 7.7 T/A
- Delivery Ratio
- 0.49
P.I.A. Kinnell Univesity of Canberra
27Sediment Delivery Ratio
- Varies with catchment size
- But large variation about the SDR - size
relationship depending on catchment
characteristics - In case of SDR from RUSLE 2 data,SDR modelled
erosion to modelled sediment delivery based on a
sediment transport model
P.I.A. Kinnell Univesity of Canberra
28S slope factor
- USLES 65.4 sin2 ? 4.56 sin ? 0.0654
? angle to horizontal - RUSLES 10 sin ? 0.03 slopes
lt9S 16.8 sin ? - 0.50 slopes ?9
USLE S overpredicts erosion at high slope
gradients
P.I.A. Kinnell Univesity of Canberra
29C crop management factor
- N
? Ae.C e1 C
N ? Ae.1
e1 Ae.C event loss with
cropAe.1 event loss for bare fallow
- N
? Ae.C e1 C
- N K ? (EI30)e
e1 - C varies geographically
P.I.A. Kinnell Univesity of Canberra
30C varies geographically
- C for WheatZone C 5
0.20 6 0.14
7 0.15 8 0.15
9 0.15 10
0.16 11 0.29 12
0.14
Australia New South Wales has 12 Climate Zones
P.I.A. Kinnell Univesity of Canberra
31C varies geographically
- C for WheatZone C 5
0.20 6 0.14
7 0.15 8 0.15
9 0.15 10
0.16 11 0.29 12
0.14
P.I.A. Kinnell Univesity of Canberra
32C varies geographically
- C for WheatZone C 5
0.20 6 0.14
7 0.15 8 0.15
9 0.15 10
0.16 11 0.29 12
0.14
1.8x
P.I.A. Kinnell Univesity of Canberra
33C varies geographically
- Zone 11 has grater proportion of R during
cultivation period - Zone 11 not good for growing wheat - less cover
P.I.A. Kinnell Univesity of Canberra
34Calculating C
- C can be calculated by weighting the short term
value of C (soil loss ratio) by the proportion of
R in the period - ? Ci Ri C
_______________ ? Ci (Ri/R)
R Ci C during period i
Ri R during period i - Normally 2 week periods
P.I.A. Kinnell Univesity of Canberra
35Calculating C
- The soil loss ratio may, in turn, be calculated
from subfactors accounting for prior land use,
crop cover, surface (ground) cover, surface
roughness - Crop cover factor includes consideration of plant
structure and height
P.I.A. Kinnell Univesity of Canberra
36P support practice factor
- Accounts for impact of conservation practice
- eg. cultivation across slope vs up/down
slopeP1.0 for cultivation up/downP0.5
for cultivation across - Support practicesAcross slope - P varies with
ridge height, furrow grade Strip Cropping,
Buffer strips, Filter strips, Subsurface drains
P.I.A. Kinnell Univesity of Canberra
37Universal Soil Loss Equation
- Erosion f (climate, soil, topography,
landuse) A R K
LS C P - Uses/Misuses
- Designed for looking at average annual erosion in
field sized areas - Help make management decisions
- Not for predicting erosion by individual events
or seasonal or year by year variations in erosion
P.I.A. Kinnell Univesity of Canberra
38- Peter Kinnell
- University of Canberra
- Canberra ACT 2601
- Australia
- peter.kinnell_at_canberra.edu.au