Analysis Of Hydrological Erosion Risk

Loading...

Flash Player 9 (or above) is needed to view presentations.
We have detected that you do not have it on your computer. To install it, go here.

0 comments

Post a comment

    Post a comment
    Embed Video
    Edit your comment Cancel

    Favorites, Groups & Events

    Analysis Of Hydrological Erosion Risk - Presentation Transcript

    1. ANALYSIS OF HYDROLOGICAL EROSION RISK FOR THE ST. MARY BASIN, MONTANA, USA
      Silvia Vittozzi
      Master di 2° Livello in
      “GIS e telerilevamento per la pianificazione Geoambientale”
      UNIVERSITA’ DEGLI STUDI DI ROMA “ROMA TRE”
      30 Giugno, 2008
    2. THE PURPOSE OF RESEARCH
      IS TO ESTIMATE
      THE MOST EXPOSED AREAS TO SOIL EROSION
      IN THE UPPER ST. MARY BASIN, MONTANA, USA
      12/10/2009
      2
    3. WATERTON-GLACIER INTERNATIONAL PEACE PARK
      Source: www.wikipedia.org
      3
    4. Hydrology
      Saskatchewan River watershed. Source:www.wikipedia.org
      St. Mary River Km 200
      Oldman River Km 362
      South Saskatchewan Km 1,392 kilometers
      Upper Old Man River watershed; in the South of the map, the affluent St. Mary river. Source: www.uoguelph.ca
      12/10/2009
      4
    5. THE SOIL
      Isbasicforall life’s form.
      Encloseselements:
      biological
      mineral
      Is a naturalresource
      itneed long timetobecreated (geologicalages!)
      Itneedtobeconserved
      12/10/2009
      5
    6. Soilerosionby water
      RAINFALL causesrills and sheeterosion
      Fonte: Marco AcutisDiProVe, marco.acutis@unimi.it, www.acutis.it
      12/10/2009
      6
    7. SOIL LOSS CAUSED BY WATER
      Depend on:
      amount and intensity of rainfall and runoff.
      land cover which reduce the direct forces of rainfall
      susceptibility to erosion (texture, composition,…)
      topography of the landscape as described by slope length, steepness and shape.
      Artificial conservation practices (terracing, canalizations) and land use.
      THE GIS
      IS A POWERFUL TOOL WHICH CAN MANAGE TOGETHER ALL THESE ELEMENTS
      12/10/2009
      7
    8. DEM resolution 10 m
      Fonte : USGS
      12/10/2009
      8
    9. Mosaic of Natural-Color Aerial Photos, 2005These photos are in MrSID format and Montana State Plane coordinates, units meters, datum NAD83. Source: U.S. Farm Services Agency National Agricultural Imagery Program (NAIP).
      12/10/2009
      9
    10. 20 %
      Subalpine fir Engelmann Spruce
      15 %
      Cliff/Talus Sparse Vegetation
      16%
      Dwarf-shrub/Herbaceous Complex Dry - Mesic
      Source photos: USGS-NPS, 2007
      12/10/2009
      10
    11. USLE
      = UNIVERSAL SOIL LOSS EQUATION
      Long terms (annual)
      In a determinate area
      In this case: Upper St. Mary watersheed
      A standard methodtomapthe potentialrisk and erodibilityofsoil
      12/10/2009
      11
    12. USLE
      Itwasconceived:
      In USA
      In 1978
      Wischmeier and Smith (USDA)
      For the field.
      Subsequently was applied also at not only agricoltural areas
      12/10/2009
      12
    13. USLE
      A = R * K * LS * C * P
      A = potentialmeanannualsoil loss
      R FACTOR = rainfallfactor
      K FACTOR = soilerodibilityfactor
      LS FACTOR = topographicfactor
      C FACTOR = land cover factor
      P FACTOR = conservationpractices (terracing)
      12/10/2009
      13
    14. 12/10/2009
      14
    15. 12/10/2009
      15
    16. THE USLE MAP
      It show:
      The Potentialerosion
      The areaswhere rise RILL EROSION and SHEET EROSION
      UNITA’ In English Units: tons /hectar/year
      DATUM: NAD83
      12/10/2009
      16
    17. Shape file ottenutodallaclassificazione del data set: Vegetation Map - Waterton-Glacier International Peace Park Vegetation Mapping Project. USGS-NPS 1999 Glacier National Park-
      12/10/2009
      17
    18. MEASURE UNITS
      Conversion of USLE factor values to U.S. customary measure units.
      Source: Wall et al, 2002.
      12/10/2009
      18
    19. DATA SOURCES ofrainfall data:
      United States Mean Annual R-factor,
      1971-2000 spatial grid
      • Unitàdimisura : (100’s ft-tons in h-1 ac-1 yr-1) * 10
      • DATUM : WGS72
      • PRISM Group (Parameter-elevation Regressions on Independent Slopes Model) climate mapping
      12/10/2009
      19
    20. DATA SOURCES soil
      USDA State Soil Geographic (STATSGO) Data Base
      for Montana
      • Coverage
      • NAD1927
      12/10/2009
      20
    21. LS FACTOR
      LUNGHEZZA DEL VERSANTE (length)
      È un indice espresso sulla base di una condizione standard di:
      9 ° di pendenza e 22 m di lunghezza
      = Distanza compresa tra il punto in cui si origina lo scorrimento ed il punto in cui si ha una deposizione di materiale trasportato, per una diminuzione della pendenza.
      PENDENZA del versante (stepness)
      è espressa in GRADI
      Definition of slope length (Renard, et al. 1987)
      12/10/2009
      21
    22. Metodo Shulze (1995)
      Formula per calcolare la lunghezza:
      L =
      where:
      22.1 = misura standard dellalunghezza del versante
      m = = esponenterelativo al rapportoerosionedaflusso e da rainfall
      Where:
      β =
      Where:
      SD = slope in degree
      ʎ = - 3.0S + 100 for S < 25%
      ʎ = 25 for S ≥ 25%
      where:
      S = slope gradient in percent
      12/10/2009
      22
    23. Metodo Shulze (1995)
      ʎ = A
      A = con (S ≥ 25,25,(5*(-3))+100)
      β = B3
      B3 = B1/B2
      B1 = sin (SD div deg)
      B2 = 0.0896(3*(pow(B1,0.8)) + 0.56)
      m = M
      M = B3/(1+B3)
      L = pow(A/22.1,M) LENGTH
      Formula per calcolare la lunghezza del versante: procedimento con rastercalculator:
      12/10/2009
      23
    24. Metodo Shulze (1995)
      St = 10.8 sin (SD div deg) + 0.03 for S < 9%
      St = 16.8 sin (SD div deg) – 0.50 for S ≥ 9%
      St = 3.0 [sin(SD div deg)]0.8 + 0.56 for slope lengths < 5m
      Con raster calculator:
      S2 = con (SD < 9,(10.8*B1) + 0.03,(16.8*B1) – 0.5)
      S3 = con (L < 5,(3*(pow(B1,0.8)) + 0.56,S2) STEEPNESS
       
      Dopodichèsicalcolal’indice del fattoretopograficomoltiplicando la lunghezza per la pendenza del versante:
      LS = S3 * L SL FACTOR
      Formula per calcolare la pendenza del versante secondo queste condizioni:
      12/10/2009
      24
    25. DATA SOURCES Landuse
      USGS-NPS 1999 Glacier National Park Vegetation Map - Waterton-Glacier International Peace Park Vegetation Mapping Project. Shape file, NAD 83 .
      12/10/2009
      25
    26. CANOPY
      • = Copertura vegetativa che non è in contatto col suolo
      • Altezza di caduta
      Percentuale di suolo ricoperto dalla canopy
      12/10/2009
      26
    27. 12/10/2009
      27
    28. C-factor for permanent pasture and woodland
      Source: Wischmeier and Smith, 1978.
      12/10/2009
      28
    29. C Factor
      per territoriallostatonaturale e foreste
      Source: Wischmeier and Smith, 1978.
      12/10/2009
      29
    SlideShare Zeitgeist 2009

    + silviavittozzisilviavittozzi Nominate

    custom

    20 views, 0 favs, 0 embeds more stats

    MSc thesis in GIS "ANALYSIS OF HYDROLOGICAL EROSION more

    More info about this document

    © All Rights Reserved

    Go to text version

    • Total Views 20
      • 20 on SlideShare
      • 0 from embeds
    • Comments 0
    • Favorites 0
    • Downloads 0
    Most viewed embeds

    more

    All embeds

    less

    Flagged as inappropriate Flag as inappropriate
    Flag as inappropriate

    Select your reason for flagging this presentation as inappropriate. If needed, use the feedback form to let us know more details.

    Cancel
    File a copyright complaint
    Having problems? Go to our helpdesk?

    Categories