Water Quality Analysis for Selected Streams in Utah and Idaho

CEE 6640 Term Paper

Ruba Mohamed

 

 

Introduction

 

Many streams in the United States have been deemed impaired by water quality standards (Petty 2010). The two main contributors to stream impairment are point and non point sources (Frondorf 2001). In general, point sources (i.e. wastewater treatment plant and factory discharges) are easy to track and manage in terms of discharging to national streams. Non-point source discharges (i.e. runoff from golf course, agricultural and grazing land) are difficult to specify and control. The main known stream pollutants are nutrients and sediments which are highly correlated to the topography and the land use of an area (Walling 2003). Runoffs from golf course, agricultural and grazing lands contribute to high levels of sediments and nutrients i.e. phosphorous, nitrogen and organic carbon. Nutrients and sediments are transported to the water body through surface runoffs from precipitation and snow melt. Depending on the level of nutrients and sediments in a stream, the dissolved oxygen can vary significantly causing essential problems to fish and other aquatic organisms (Weitzman 2008).

 

The Cutler Reservoir which located in northern Utah was deemed by the Environmental Protection Agency (EPA) and the State of Utah to be impaired by nutrients and sediments. Cutler Reservoir receives its water from three main streams i.e. Bear River, Little Bear River, and Logan River besides a number of small creeks and tributaries including Spring Creek. It is believed that the main source of the sediments and nutrients are non-point sources within the rivers watersheds.

 

Objective:

 

The study utilized ArcGIS to estimate the load of one pollutant (i.e. total phosphorous) from land-use applications to the main three streams that form the Cutler Reservoir. The Bear River is sharing watersheds in Utah, Idaho, and Wyoming; rising in Utah, crossing the states border five times before ending in the Great Salt Lake in Utah. The Logan River is rising at the Bear River Mountains in Idaho and ending in Cutler Reservoir. The Little Bear River is flowing in Utah and ending in the south part of Cutler Reservoir. Unfortunately, due to the time constraint, I was not able to include the Spring Creek on this study. The main objective of the project was to obtain the area of each land-use category associated with each stream’ watershed. Given the phosphorous loading coefficient of different land-use category from the literature, the phosphorous loads were found. As part of the study, the streams length and the watersheds area were identified. The results were used to compare among the three streams and to estimate the stream that is likely to be a cause of Cutler Reservoir' impairment.

 

Data and Methodology

 

The tools for this study were made available through ArcGIS 10 including ArcCatalog 10 and ArcMap 10. The Terrain Analysis using Digital Elevation Models (TauDEM) version 5 was also used (Tarboton 2010). The TauDEM is a digital elevation model tool that was developed in Utah State University by Dr. David Tarboton hydrology research group to analyze the terrain using topography and DEM datasets. The dataset used in this study includes the 1:250,000-scale Hydrologic Units of the United States (HUC_12) (USGS 2010a), the national hydrography dataset and the flowline attribute dataset from the NHDPlus data for Region 16 (NHDPlus 2010), the shapefiles of the land-use and land-cover datasets from the U.S. Geological Survey (USGS 2010b), and the 1/3 arc second national elevation dataset (NED) from the USGS seamless server (USGS 2010c).  

 

The data were imported to ArcGIS and projected to Albers Equal Area Conic and adjusted to the CGS North American 1983 spatial reference. The required watersheds and streams were selected from the HUC_12 and nhdflowline feature classes respectively by using the “select by attribute” from their attribute tables. Figure (1) shows the three rivers and the HUC_12 watersheds. The NED and the land-use data which were a multiple datasets were converted from polygon to raster using the “Conversion Tools” in ArcToolbox.  This step allowed using the “Mosaic” tool in the “Data Management Tools” in ArcToolbox to merge the adjacent dataset into one entry. To complete the previous step, the sympology of the “unique values” for each multiple dataset had to be adjusted to mach. The “Extract by Mask” tool in the “Spatial Analyst tools” in ArcCatalog was then used to extract the raster cells of the NED and land-use/land-cover dataset that correspond to the selected watersheds. Figure (2) shows the land-use mosaic layer including the land-use category legend.

 

Since the Logan River and Little Bear River are on the same HUC_12 watershed, the TauDEM tools were used to delineate each river’ watershed. To do that, the NED dataset were converted from raster to tiff format using the “Conversion Tools” in ArcCatalog and used as the input raster for the TauDEM command. Since the graphical user interface property of the TauDEM does not work for ArcGIS 10 yet, the TauDEM was run using a command line and a windows command processor (command prompt) (Figure 3). A number of sequenced output files were produced by the TauDEM including, pits removal, flow path calculation, contributing area calculation, stream network delineation, and channel network delineation before delineating the watershed (Tarboton 2010). Figure (4) shows the Little Bear River and Logan River watersheds delineated using the TauDEM. The land-use layer was extracted for each watershed as described above and the attribute table of each watershed was exported and saved as a text file. The percent of each land-use category was then calculated using an excel file.

 

Figure (1): Logan River, Little Bear River, Bear River, and their watersheds

 

Figure (2): The land-use mosaic layer

 

 

Figure (3): The command line and command prompt used to run the TauDEM commands

 

 

 

Figure (4): The delineated watersheds of the Logan River and Little Bear River using the TauDEM tools

 

 

Results

 

The streams, streams length and watersheds area are presented in Table 1. The percent of each land-use category of each watershed is presented in Table 2.

 

Table (1): The streams, streams length and watersheds area

Stream

Watershed Area (ac)

Stream Length (km)

Logan River

340,128.2

84.386

Little Bear River

184,807.6

203.33

Bear River

3,482,177

776.02

 

 

Table (2): The percentage of each land-use type in the three rivers’ watersheds

Land-use Type

Percentage of total land use

Logan River

Little Bear River

Bear River

Residential

0.41

0.48

0.38

Commercial and Services

0.22

0.18

0.08

Industrial

0.14

0.19

0.06

Transportation, communications and services

0.13

0.16

0.10

Mixed urban or built-up land

0.16

0.19

0.04

Other urban or built-up land

0.14

0.24

0.05

Cropland and pasture

2.36

22.28

19.89

Orchards, groves, vineyards, nurseries

0.28

1.46

0.00

Confined feeding operations

0.08

0.66

0.00

Other agricultural land

0.05

0.60

0.01

Herbaceous Rangeland

5.65

5.04

0.24

Shrub-brushland rangeland

27.64

39.46

47.76

Mixed rangeland

4.00

8.57

3.79

Deciduous forest land

12.38

2.93

2.79

Evergreen forest land

28.70

12.72

10.83

Mixed forest land

17.62

4.70

9.83

Lakes

0.01

0.04

1.88

Reservoirs

0.01

0.04

0.24

Forested wetland

0.01

0.02

0.13

Nonforested wetland

0.01

0.03

1.34

Bare exposed rock

0.01

0.00

0.02

Strip mines, quarries and gravel pits

0.00

0.00

0.00

Transitional areas

0.01

0.00

0.00

Sandy areas other than beaches

0.01

0.00

0.02

Shrub and brush tundra

0.00

0.00

0.03

Herbaceous tundra

0.00

0.00

0.07

Strip mines, quarries and gravel pits

0.00

0.00

0.16

Transitional areas

0.00

0.00

0.09

Mixed tundra

0.00

0.00

0.12

 

Figure (5) is a graphical representation of Table (2) that shows the percent of the land-use categories in Logan River, Bear River, and Little Bear River respectively.

 

Figure (5): The percent of the land-use categories in a) Logan River, b) Bear River, and c) Little Bear River

 

Table (3) shows a summary of the percentage of the dominant land-use category and Table (4) shows the literature total phosphorous loading coefficient for a number of land-use categories. Table (5) shows the areas in acres of the dominant land-use categories which were calculated by multiplying the count of the category by the cell area (100*100 m2). It also shows the total phosphorous load from each category to the stream.

 

Table (3): A percentage summary of the dominant land-use categories in the three rivers’ watersheds

Land-use Type

Logan River

Bear River

Little Bear

Cropland and pasture

< 3%

20%

22%

Different rangeland

≈ 35%

≈ 51%

≈ 55%

Different forest land

≈ 60%

≈ 22%

≈ 20%

Urban, residential, industrial, and commercial

< 1%

< 1%

< 3%

Others

< 1%

< 6%

< 1%

 

 

Table (4): Total phosphorous loading coefficient from different land-use category (Lin 2004)

Land-use Category

Total Phosphorous Loading Rate (lb/ac/yr)

Industrial

4.77

Transportation, communications and services

2.5

Commercial and Services

2.05

Residential

1.97

Cropland and pasture

0.94

Herbaceous Rangeland

0.22

Shrub-brushland rangeland

0.22

Forest land

0.08

Lakes and reservoirs

0

 

 

Table (5): Total phosphorous load from different land-use types

 

Logan

Bear River

Little Bear River

Land-use Category

Area (ac)

Load (lb/yr)

Area (ac)

Load (lb/yr)

Area (ac)

Load (lb/yr)

Cropland and pasture

6,721.27

6,519.63

692,798.28

651,230.38

35,507.00

33,376.18

Different rangeland

103,991.8

22,878.2

1,803,325.77

396,731.67

82,353.00

18,117.62

Different forest land

163,697.40

13,095.79

816,796.76

65,343.74

31,590.00

2,527.19

Urban, residential, industrial, and commercial

2,500.71

6,263.92

21,581.51

50,157.02

1,567.00

4,076.39

Total Load (lb/yr)

 

48,757.54

 

1,163,462.82

 

58,097.38

 

Figure (6) is a graphical representation of the data in Table (5) which shows the annual total phosphorous load in pounds for the three rivers from the dominant land-use categories.

 

Figure (6): The total phosphorous load in Logan River, Little Bear River, and Bear River from the dominant land-use categories

 

Discussion

 

The quantity of the total phosphorous load varies significantly with the land-use category. For Little Bear River and Logan River, the percentage of the contributing land-use area was calculated using the watersheds delineated using the TauDEM tools. For Logan River which is the shortest among the three rivers (Table 1), the dominant land-use categories are forestland and rangeland with 60% and 30% ratios respectively (Tables 2 and 3) and (Figure 5).  The annual total phosphorous load as shown in Table 5 is 48,000 pounds, which is less than the loads in Little Bear River. For Little Bear River, the cropland and pasture are introduced to the watershed at the downstream (recall Figure 2). This fact demonstrates that higher total phosphorous loads are entering the river in the downstream watershed. The annual total phosphorous load for Little Bear River as shown in Table 5 and Figure 5 is 58,097.38 pounds.

 

For the Bear River the percentage of the contributing land-use categories was calculated using the entire four watersheds that the River flows in i.e. upper Bear, central Bear, Bear Lake, and middle Bear watersheds. Consequently, the annual total phosphorous load for the Bear River was over a million pounds which is clearly was over estimated (Table 5) and (Figure 6). However, the dominant land-use categories on the upstream watersheds i.e. upper Bear, central Bear, and Bear Lake watersheds are rangeland and forestland; the cropland and pasture are also introduced to the river in the downstream watershed i.e. middle Bear (recall Figure 2). This land-use distribution can also be an indication that the water quality of the downstream of the Bear River is lower than the upstream.

 

Conclusions

 

From the previous results, the Logan River is receiving the least total phosphorous load among the three studied rivers. However, the land-use distribution and characteristics for the Little Bear River and Bear River watersheds indicate that the rivers are receiving high loads in the downstream. 

 

It is important to note that this is study does not include the effects of dams on the phosphorous chemistry; therefore, the loads founded are not necessarily the actual loads on the rivers. Moreover, the land-uses/land-cover data do not include the animal feeding operations which can contribute to big amounts of load. However, this study could be a good foundation to select the field sampling locations. Extra studies should focus on dividing the rivers into reaches to determine the reaches with the highest loads for best management practices.

 

References

 

Frondorf  L. (2001): An Investigation of Relationships between Stream Benthic Macroinvertebrates Assemblage Conditions and Their Stressors. M.S. thesis, Biological System Engineering, Virginia Tech, 179.

Lin, J. P. (2004, September). Review of Published Export Coefficient and Mean Concentration (EMC) Data.Retrieved November 28, 2009, from Wetland Regulatory Assistance Program: http://el.erdc.usace.army.mil/elpubs/pdf/tnwrap04-3.pdf

NHDPlus 2010: NHDPlus Data. [http://www.horizon-systems.com/NHDPlus/data.php]

Petty J. T., Fulton J. B., Strager M. P., Merovich Jr G. T., Stiles J. M., and Ziemkiewicz P. F. (2010): Landscape indicators and thresholds of stream ecological impairment in an intensively mined Appalachian watershed. Journal of the North American Benthological Society, 29(4), 1292-1309

Tarboton, D. G. (2010). Terrain Analysis using Digital Elevation Models (TAUDEM), from Utah State University Hydrology Research Group: David Tarboton: [http://hydrology.neng.usu.edu/taudem/]

USGS 2010a: 1:250,000-scale Hydrologic Units of the United States. [http://water.usgs.gov/lookup/getspatial?huc250k]

USGS 2010b: USGS DS 240: Enhanced Historical Land-Use and Land-Cover Data Sets of the U.S. Geological Survey. [http://water.usgs.gov/GIS/dsdl/ds240/index.html]

USGS 2010c: Seamless Data Warehouse

[http://seamless.usgs.gov/]

 

Walling D. E., Owens P. N., Carter J., Leeks G. J. L., Lewis S., Meharg A. A. and Wright J. (2003): Storage of sediment-associated nutrients and contaminants in river channel and floodplain systems. Applied Geochemistry, 18(2), 195-220.

 

Weitzman J. (2008): Nutrient and Trace Element Contents of Stream Bank Sediments from Big Spring Run and Implications for the Chesapeake Bay. M.S. thesis, Earth and Environment Department, Franklin and Marshall College, 98