Impervious Cover and Erosion: Brushy Creek, Round Rock, Texas - PowerPoint PPT Presentation

1 / 15
About This Presentation
Title:

Impervious Cover and Erosion: Brushy Creek, Round Rock, Texas

Description:

Increase in impervious cover can have detrimental effects on soil loss and stream erosion. ... Use of newly developed pervious concrete. Conclusions ... – PowerPoint PPT presentation

Number of Views:40
Avg rating:3.0/5.0
Slides: 16
Provided by: brettf9
Category:

less

Transcript and Presenter's Notes

Title: Impervious Cover and Erosion: Brushy Creek, Round Rock, Texas


1
Impervious Cover and ErosionBrushy Creek, Round
Rock, Texas
  • GRG 360-G
  • Spring 2004

Beau Barnett Brett Franco
2
Erosion and Soil Loss Due to the Increase in
Impervious Cover
  • Increase in impervious cover can have
    detrimental effects on soil loss and stream
    erosion.
  • Soil Infiltration rate goes down with more
    impervious cover.
  • Runoff increases when there is less soil
    infiltration.
  • With more runoff, the chance for greater soil
    loss increases

3
Area of Study
Williamson County
Round Rock, Texas
Brushy Creek
4
Population Boom of Round Rock
  • From 1990 to 2000, population of Round Rock has
    more than doubled.
  • 1994 Dell Computers moved its headquarters
    from Austin to Round Rock, creating over 10,000
    jobs for the area.
  • With an increase in population, rapid
    urbanization occurred.

5
Methods Used for Analysis
  • Delineation of Brushy Creek and morphometric
    analysis using ArcHydro
  • Model soil erosion and soil loss using the
    Revised Universal Soil Loss Equation (RUSLE)
  • Digitizing zones of impervious cover and area
    analysis using the Field Calculator

6
Sources
  • Secondary Data
  • 30 meter DEMs from TNRIS
  • 2.5 meter DOQQs for Round Rock, Texas
  • Annual Rainfall Data for Round Rock, Texas

7
Techniques
  • Revised Universal Soil Loss Equation (RUSLE)
  • A R K LS C P
  • A estimated average soil loss in tons per acre
    per year R rainfall-runoff erosivity
    factor  K soil erodibility factor L slope
    length factor S slope steepness factor C
    cover-management factor P support practice
    factor

8
RUSLE Factors
  • R 94
  • Estimated value from tamu.edu
  • K 0.5
  • Estimated value due to rocky sandy soils
  • LS Grid derived from slope and flow
    accumulation
  • C 0.75 for West Brushy Creek, 0.35 for East
    Brushy Creek
  • Value based on percentage of impervious cover in
    basin
  • P 1
  • Value constant due to size of study area

9
(No Transcript)
10
(No Transcript)
11
(No Transcript)
12
Sources of Error
  • More recent DOQQs
  • Imprecise soil data for K factor
  • C factor is not constant on a landscape
  • RUSLE equation is a model, not an exact science!

13
Future Research
  • Better defined factors for RUSLE equation
  • More widely available data
  • Study amount of soil deposition downstream
  • Development of environmentally sensitive
    construction practices
  • Use of newly developed pervious concrete

14
Conclusions
  • With the relocation of Dell causing a population
    boom in Round Rock the amount of impervious cover
    increased greatly.
  • This in turn increased runoff and soil erosion
    in the area and measures need to be taken to
    lessen the impacts of this urban sprawl.

15
Works Cited
  • http//www.tnris.state.tx.us
  • http//www.iwr.msu.edu/rusle/
  • http//www.dell.com/
  • http//www.ci.round-rock.tx.us
  • http//www.utexas.edu/depts/grg/hudson/grg360g/EG
    IS/E_grg360g.htm
Write a Comment
User Comments (0)
About PowerShow.com