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What makes the The Universal Soil Loss Equation

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Seg 1 has different slope. P.I.A. Kinnell Univesity of Canberra. Erosion for non-uniform slopes ... deposited in seg 2 and no erosion occurs in seg 2. Hillslope ... – PowerPoint PPT presentation

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Title: What makes the The Universal Soil Loss Equation


1
  • What makes the The Universal Soil Loss Equation
  • Go ?

2
Universal 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
3
Universal 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
4
Universal 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
6
Unit 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
7
R 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
8
Event Erosivity
  • Re E I30 E Event
    Energy I30 max
    30 min intensity

P.I.A. Kinnell Univesity of Canberra
9
K 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
10
K 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
11
K 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
12
Seasonal 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
13
L 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
14
Erosion 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
15
Erosion for non-uniform slopes
  • Uniform slope gradient different crops

Non-uniform slope gradient same or different
crops
P.I.A. Kinnell Univesity of Canberra
16
Erosion 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
17
Erosion 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
18
Erosion 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
19
Erosion 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
20
Erosion 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
21
Erosion 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
22
Erosion 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
23
Erosion 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
24
Potential 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
25
Potential 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
26
RUSLE 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
27
Sediment 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
28
S 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
29
C 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
30
C 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
31
C 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
32
C 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
33
C 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
34
Calculating 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
35
Calculating 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
36
P 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
37
Universal 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
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