Title: GIS Analysis of Soil Erosion and Chemical Concentration for White Rock Reservoir Watershed
1GIS AnalysisofSoil Erosion and Chemical
Concentration for White Rock Reservoir Watershed
- GIS Master Project
- By
- Ovi Sipos
- Advisor Dr. Tom Brikowski
- UT Dallas
- November 2007
2Introduction
- This study discuses the possibility of applying
GIS to develop and analyze a spatial model of
soil erosion and chemical concentration for the
area of study. - Several studies have been developed to estimate
soil erosion and sediment transport at reduce
scales, but just a few attempts have been made to
provide direct mapping of spatial models. - The importance of this study comes from the fact
that a large scale model can be developed using
the methodology investigated here. - The purpose of this study is to determine the
influence of agricultural and non-agricultural
practices on the water quality correlated with
soil erosion due to surface water. - Several factors that influence soil erosion and
sediment transportation are identified and
analyzed such as runoff, land use, soil types and
hydrological soil groups.
3Objective
- The project objective can be divided in three
objectives as following - To establish a GIS model for the soil loss and
sediment transportation due to water erosion - To develop a GIS model for the chemical
concentration in the study area in correlation
with the land use practices - To determine the relationship between the two
models
4Limitations
- Data availability and accuracy
- no spatial data for pesticide use
- pesticide data available just by zip code
- pesticide and precipitation data available on a
monthly or annual average does not consider
variations from year to year which is a negative
factor
5Data sources
- Soil type data - Natural Resources Conservation
Service http//www.ftw.nrcs.usda.gov/stat_dat
a.html - Land use / Land cover
- www.dfwinfo.com
- Pesticide data for Texas Texas Environmental
Profile - http//www.texasep.org
- Precipitation data Natural Resources
Conservation Service - http//www.ftw.nrcs.usda.gov/stat_data.html
- Digital Elevation Model USGS
- www.usgs.gov
6Literature review
- The article by Van Meter, P.C., Land, L.F., and
Brawn (1996) titled Water- quality trends using
sediments cores from White Rock Lake, Dallas,
Texas summarize the principal findings documents
in a report on water quality for White Rock Creek
Basin using dated sediment cores. The study used
sediment cores to reconstruct water-quality
conditions. - City of Dallas - Drainage Design Manual provides
criteria and design recommendations for storm
drainage facilities in Dallas County. This manual
is a valuable source of technical information
that is specifically tailored for Dallas County
and describes concepts and methods used in
hydraulic design runoff, curve number method,
rational method etc. - The book Randall J. Charbeneau (2000) titled
Groundwater Hydraulic and Pollutant Transport
analyses the physical and chemical processes that
control the transport and fate of hazardous
substances in the subsurface environment. The
book also provides important information about
hydraulic and erosion cocepts. - The article ArcGIS Hydro Data Model Structure and
Definitions by David R. Maidment and Timothy L.
Whiteaker (2000) provides and overview of the
ArcGIS hydro data model that contains geospatial
and temporal data describing the surface water
flow system of the landscape. - The article Modeling Agrichemical Transport in
Midwest Rivers Using GIS by Pawel Mizgalewicz and
David R. Maidment describes a method for
regionalizing watershed and scaling water quality
estimates. - Several methods have been developed which involve
the application of soil erosion equations and
models and often require complex calculations.
Some examples include Journal of Paleolimnology
(Bradbury, Van Meter 1996), Water Erosion
Prediction Project (Cochrane and Flanagan, 2003),
Sediment Delivery Distributed (SEDD) (Fernandez
et al., 2003), Soil and Water Assessment Tool
(Arnold et al., 1998 Tripathi et al., 2004),
Hillslope Erosion Model (Wilson et al., 2001).
7Analysis
- The methodology followed in this paper is divided
into the following steps - Hydrological modeling of the area
- Modeling of soil loss as a result of water
erosion - Determination of rainfall and runoff relationship
- Modeling of chemical concentration for the area
of study - Soil Loss Chemical Concentration relationship
81. Hydrological modeling of the area of study
- The purpose of this hydrological analysis is to
determine the drainage areas and the discharge
points specific for each area. The following
steps describe this process.
Flow Direction
Flow Accumulation
9Hydrological modeling of the area of study-Cont
10Hydrological modeling of the area of study-Cont
11Hydrological modeling of the area of study-Cont
12Hydrological modeling of the area of study-Cont
132. Modeling of soil loss as a result of water
erosion
- Revised Universal Soil Loss Equation (RUSLE)
- ARKLSCP
- Where
- A is the annual soil loss (t acre-1 yr-1)
- R is the rainfall erosion factor (MJ mm acre-1
h-1 yr-1), - K is the soil erodibility factor (t h MJ-1
mm-1), - L is the slope length (unitless),
- S is the slope gradient or steepness
(unitless), - C is the crop management factor (unitless) and
- P is the erosion control practice factor
(unitless) (Wischmeier and
Smith, 1978).
14Modeling of soil loss as a result of water
erosion-Cont
- ARKLSCP
- Support Practice Factor (P) describes the
supporting effect of practices like contouring,
cropping and terraces. Most of the time this
variable is set to 1 in land management
applications.
- Erosivity Factor (R) value for the study area was
derived from precipitation records for Texas and
is 291.
15Modeling of soil loss as a result of water
erosion-Cont
- ARKLSCP
- Soil Erodibility Factor (K) represents the
susceptibility of soil to erosion and the rate of
runoff. Table below presents the k values
specific for certain soil types
16Modeling of soil loss as a result of water
erosion-Cont
- ARKLSCP
- Slope Length and Steepness Factor (LS) represents
erodibility due to combination of slope length
and steepness. - LS (Flow Accum Cell Size/22.13)0.4 (sin
slope/0.0896)1.3
Flow Accumulation
Slope
LS
17Modeling of soil loss as a result of water
erosion-Cont
- ARKLSCP
- Cover and Management Factor (C) represents the
effect of soil cover and soil-disturbing
activities on soil erosion. The values for C
factor were input manually into the land use
shape file based on land use and converted to
grid.
18x
x
x
x
P-FACTOR
R-FACTOR
C-FACTOR
K-FACTOR
LS-FACTOR
APxRxCxKxLS
SOIL LOSS
19Soil Loss
203. Determination of rainfall and runoff
relationship
- Determination of Rainfall / Runoff Relationship
is required in order to assess the transport of
chemical load throughout the study area. The
volume of runoff for a grid cell is attributed to
the quantity of precipitation over that
particular cell. The procedure used to calculate
this factor is SCS (Soil Conservation Services)
Runoff Curve Number equation -
- Where Q runoff
- S potential maximum retention
- P rainfall
- CN curve number
21Determination of rainfall and runoff
relationship-Cont
22Determination of rainfall and runoff
relationship-Cont
23Determination of rainfall and runoff
relationship-Cont
24Determination of rainfall and runoff
relationship-Cont
25Determination of rainfall and runoff
relationship-Cont
264. Modeling of chemical concentration for the
area of study
Modeling the chemical concentration in the study
area is achieved by defining the mass of chemical
components transported per volume of runoff.
The chemical load estimation for the area is
calculating by taking the product of the expected
chemical concentration and the runoff depth
corresponding to that cell L (kg/year) K x Q
x CH x A Where Q is the runoff (mm/year or
mm/month) K is a constant equals to 10-6 A
drainage area CH chemical concentration
27Modeling of chemical concentration for the
area of study - Cont
The pesticide use data for Texas is available on
the Texas Environmental Profile website and it
can be ranked by state, county or zip code. The
zip code shape file was intersected with the
drainage area polygons shape file to determine
the chemical distribution for each individual
area. The chemical concentration was calculated
in units per square meter. Once the chemical
concentration was calculated a new field was
added to the attribute table for the Chemical
Load.
28Modeling of chemical concentration for the
area of study - Cont
29Modeling of chemical concentration for the
area of study - Cont
30Modeling of chemical concentration for the
area of study - Cont
DA_8
315. SOIL LOSS-CHEMICAL CONCENTRATION RELATIONSHIP
SPATIAL AUTOCORRELATION FUNCTION Calculates the
cross correlation between the chemical load model
and the actual soil loss model in this
study. The correlation coefficient between the
two models is found to be 0.01 which reflects a
weak correlation between the two models.
32Conclusions
The chemical concentration and soil loss models
developed in this study have shown a possible
method of characterizing the process of
transportation of sediment and chemicals as they
actually contribute to the White Rock
watershed. The method uses data that is publicly
available and synthesizes the data in a
consistent and logical way across the area of
study. The procedure used for this method
utilizes standard ArcMap commands and
functions. The spatial correlation between
chemical concentration and soil loss due to water
erosion is weak therefore the erosion is not a
major factor in this model. The model gives
estimates for average monthly and annual flow as
well as spatial chemical concentration by zip
code. These data dont consider variation within
years and provide accurate pesticide
concentration for certain are which is a real
restriction.
33Conclusions-Cont.
The fact sheet The Water- quality trends using
sediments cores from White Rock Lake, Dallas,
Texas published under the USGS web site provides
important information about the sediment deposits
found in White Rock Lake and the correlation
between the urban land use and use of
insecticide. As you can see from these chats, the
use of DDT, which is a toxic compound of
insecticide, begun in 1939 and widespread use
continued until about 1972 when was prohibited.
34References
- City of Dallas, 2002 Drainage Design Manual
- David R. Maidment. 2003 ArcHydro GIS for Water
Resources. Redlands California ESRI Press. - David R. Maidment and Timothy L. Whiteaker
(2000) ArcGIS Hydro Data Model Structure and
Definitions - U.S. Geological Survey (USGS)
- North Central Council of Governments (NCTCOG)
- U.S. Department of Agriculture (USDA)
- Environmental System Research Institute (ESRI)
- Texas Environmental Profile (www.texasep.org)
- Pawel Mizgalewicz and David R. Maidment (2000)
Modeling Agrichemical Transport in Midwest Rivers
Using GIS