SlideShare a Scribd company logo
1 of 1
Download to read offline
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
Bathymetric Survey of Cross Lake, Caddo Parish, Louisiana,
April through June 1996
By Benton D. McGee
Copies of this report can be purchased
from:
U.S. Geological Survey
Branch of Information Services
Box 25286
Denver, Colorado 80225
E-mail: infoservices@usgs.gov
Fax: (303) 202-4188
Telephone (toll free): 1-888-ASK-USGS
WATER-RESOURCES INVESTIGATIONS
REPORT 01-4063
BATHYMETRIC SURVEY OF CROSS LAKE
Prepared in cooperation with the
CITY OF SHREVEPORT
DEPARTMENT OF OPERATIONAL SERVICES
For additional information, contact:
District Chief
U.S. Geological Survey
3535 S. Sherwood Forest Blvd., Suite 120
Baton Rouge, Louisiana 70816
E-mail: dc_la@usgs.gov
Telephone: (225) 389-0281
Fax: (225) 389-0706
INTRODUCTION
Cross Lake is located in northwestern Louisiana. The lake
was formed by constructing a dam on Cross Bayou in 1926 to
provide an adequate source of drinking water for the residents of the
City of Shreveport. At present (2001), the lake is the primary source
of public water supply for the city. According to 1999 population
statistics, the City of Shreveport had an estimated population of
196,667 (Northeast Louisiana University, Uniform Resource
Locator accessed October 12, 2000). In 1995, 30.36 million gallons
per day of water were withdrawn from the lake (Lovelace and
Johnson, 1996, p. 110) for public supply (Darren Fortenberry, City
of Shreveport, oral commun., 2000). Furthermore, the lake is used
for flood control, and it is a popular recreational area for the city and
the surrounding area.
The City of Shreveport is responsible for the management of
Cross Lake. An understanding of current hydrologic conditions of
the lake is essential to the management and protection of this
valuable resource. The quantity and quality of water in the lake are
important concerns to those who use this water body for municipal
and recreational purposes. Current and accurate information is
fundamental to planners and managers for evaluating the lake. In
April 1996, the U.S. Geological Survey (USGS), in cooperation
with the City of Shreveport, Department of Operational Services,
began a two-phase study to (1) conduct a bathymetric survey of
Cross Lake and (2) determine the quality of water in the lake. The
bathymetric survey defined the morphology of Cross Lake to
provide basic information on the physical characteristics of the lake
and to aid in the interpretation of the water-quality data. The results
of the two-phase study will be documented in two reports.
The purpose of this report is to present the results of the
bathymetric survey of Cross Lake. Data collected for the
construction of the bathymetric map included water-surface
elevation, latitude, longitude, and water depth. Hydrographic
surveying software was used for combining differential global
positioning system (DGPS) information with digital survey
fathometer data to accurately map the lake bottom. Data were
referenced to sea level by subtracting the water depth from the
water-surface elevation that existed during the data collection, thus
ensuring proper referencing of the data between collections. The
bathymetric map was produced using geographic information
systems, and contours were reviewed and edited for accuracy and
consistency.
Description of Study Area
The study area includes the extent of Cross Lake (fig. 1) and is
located in the northern part of the City of Shreveport in central Caddo
Parish. The City of Shreveport had a total annual rainfall of 44 inches
and a mean annual temperature of 66ºF (degrees Fahrenheit) in 1995.
The average total annual rainfall for the previous five years (1990-94)
was 62 inches at Shreveport (Craig Ross, National Weather Service,
oral commun., 2001). The total annual rainfall during the study was
below the average total annual amount. The elongated lake is oriented
east to west and is approximately 9 mi (miles) in length. The lake
covers approximately 13.4 mi2
(square miles). Much of the lake’s
shoreline is urbanized, particularly along the eastern and southern
areas. The area mainly west of the lake is mostly forested land. The
watershed area that contributes runoff to the lake is 253 mi2
(Sloss,
1971, p. 30). The lake receives inflow from eight major tributaries in
this watershed, including supplemental flow through a pipeline from
nearby Twelvemile Bayou. These tributaries are Paw Paw Bayou,
Cross Bayou, Shettleworth Bayou, Logan Bayou, Piney Bayou, Page
Bayou, Bickham Bayou, and the pipeline from Twelvemile Bayou.
Most of the inflow enters at the western end of the lake. The three
largest tributaries (and their drainage areas) are Paw Paw Bayou
(82.02 mi2
), Cross Bayou (62.43 mi2
), and Shettleworth Bayou
(19.54 mi2
) (Sloss, 1971, p. 30). The lake has two discharge points
(Cross Lake spillway and a city water treatment plant intake), located
at the eastern end of the lake.
Acknowledgments
The author extends appreciation to Robert “Bo” Williams,
former Mayor of the City of Shreveport, and Mike Strong and Wes
Wyche of the Department of Operational Services, City of Shreveport,
for their cooperation and assistance provided during this study.
Additionally, special thanks are given to the personnel of the Cross
Lake Patrol and the Amiss Water Treatment Plant for the direction
provided and the use of their facilities, and to employees of the USGS
office in Ruston, Louisiana, for their assistance in collection and
analysis of data.
WATER-SURFACE ELEVATION
The lake’s level is controlled by the spillway structure which is
189 feet in length and has a crest elevation of 171.19 feet above sea
level. A permanent continuous stage recorder equipped with a data
collection platform and a staff gage were installed on the lake to
monitor water-surface elevation during the study. The recorded daily
mean water-surface elevation ranged from 169.04 to 170.03 feet
above sea level with a mean of 169.71 feet above sea level during the
bathymetric survey. The mean water-surface elevation of the lake
was 170.27 feet above sea level during the years 1984-86, 1989-90,
and 1992-95 (Darren Fortenberry, City of Shreveport, written
commun., 1999), which indicates that the water-surface elevation
during the study was slightly below its annual average.
BATHYMETRY
Bathymetric data for Cross Lake were collected during April
15-17 and 22, May 7 and 13, and June 14, 1996. More than 300,000
data points of latitude, longitude, and depth were recorded to
accurately and comprehensively describe the bathymetry. Using
hydrographic software, transects were established for the lake prior to
data collection; 56 north to south, 4 east to west, and various other
transects, from which bathymetric data were collected, were
distributed across the lake.
Bathymetric data were collected using a DGPS linked through
a computer to a digital fathometer. Specifically, the equipment
included a Trimble Pathfinder ProXL DGPS unit, a Raytheon survey
fathometer, equipped with an Odom digital interface, a portable
computer, and HYPACK hydrographic software. The DGPS
measured spatial position in state plane coordinates with routine
accuracy of 5 feet. State plane coordinates were then converted to
latitude and longitude and projected into universal transverse
mercator units using ArcInfo. The digital fathometer measured the
depth with routine accuracy of 0.1 foot; the fathometer was calibrated
at the start of each survey day to maintain that accuracy. The
hydrographic software was used for survey planning, survey
execution, and storage and editing of data. Data were exported to
ArcInfo for drawing elevation contours (fig. 1) and subsequent
reviewing and editing of results.
Surface area and volume spatial analyses also were performed
using ArcInfo. The water-surface area of Cross Lake was
8,576 acres, and the water volume was 65,807 acre-feet at a water-
surface elevation of 171 feet above sea level. The depth-surface area
and depth-volume relations are shown in figure 2. The average depth
of the lake was 7.7 feet, with a depth of 7.7 feet or greater over more
than 57 percent of the lake-surface area. The greatest depths were
located mainly in the eastern parts of the lake. The shoreline
development index, defined as the ratio of the shoreline length to the
circumference of a circle of area equal to that of the lake, is 5.4 for
Cross Lake. This indicates that Cross Lake’s morphometry is very
elliptical. Additional information about the lake is included in table 1.
SELECTED REFERENCES
Ensminger, P.A., 1999, Bathymetric survey and physical and chemical-related
properties of Caddo Lake, Louisiana and Texas, August and September
1998: U.S. Geological Survey Water-Resources Investigations
Report 99-4217, 1 sheet.
Lovelace, J.K., and Johnson, P.M., 1996, Water use in Louisiana, 1995:
Louisiana Department of Transportation and Development Water
Resources Special Report no. 11, 110 p.
Northeast Louisiana University, Center for Business and Economic Research,
Louisiana parishes and municipalities July 1, 1999, population estimates
published in January 2000: accessed October 12, 2000, at URL
http://leap.ulm.edu/POPHS/pop1999.txt
Sloss, Raymond, 1971, Drainage area of Louisiana Streams: Louisiana
Department of Public Works Basic Records Report no. 6, 117 p.
In this report, “sea level” refers to the National Geodetic Vertical
Datum of 1929--a geodetic datum derived from a general adjustment of the
first-order level nets of both the United States and Canada, formerly called
Sea Level Datum of 1929.
Any use of trade, product, or firm names is for descriptive purposes
only and does not imply endorsement by the U.S. Government.
Table 1. Physical description of Cross Lake
Latitude 32o 30 30Å
Longitude 93o
50 00Å
Lake-surface area 13.4 mi2
Watershed area 253 mi2
Shoreline length 70.4 mi
Maximum depth 18.3 feet
Average depth 7.7 feet
Watershed area to lake surface area ratio 19
Shoreline development index 5.4
Lake volume 65,807 acre-feet
Number of major tributaries 8
Number of major discharge points 2
Figure 2. Depth-surface area and depth-volume relations of Cross Lake,
April through June 1996.
Figure 1. Bathymetry of Cross Lake, Caddo Parish, Louisiana, April through June 1996.

More Related Content

What's hot

Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...
Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...
Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...Nebraska Water Center
 
The History of Coastal Flood Hazard Assessments in the Great Lakes
The History of Coastal Flood Hazard Assessments in the Great LakesThe History of Coastal Flood Hazard Assessments in the Great Lakes
The History of Coastal Flood Hazard Assessments in the Great LakesDaryl Shepard
 
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...National Institute of Food and Agriculture
 
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...National Institute of Food and Agriculture
 
Fostering Service Learning with Community Research - American Honors Faculty ...
Fostering Service Learning with Community Research - American Honors Faculty ...Fostering Service Learning with Community Research - American Honors Faculty ...
Fostering Service Learning with Community Research - American Honors Faculty ...American Honors
 
Crumpton - Linking Agriculture Practices to Water Quality Improvement
Crumpton - Linking Agriculture Practices to Water Quality ImprovementCrumpton - Linking Agriculture Practices to Water Quality Improvement
Crumpton - Linking Agriculture Practices to Water Quality ImprovementSoil and Water Conservation Society
 
ASFPM 2016: Risk Identification Using Hazus
ASFPM 2016: Risk Identification Using HazusASFPM 2016: Risk Identification Using Hazus
ASFPM 2016: Risk Identification Using HazusCDM Smith
 
PosterPresentation_FSU_May13
PosterPresentation_FSU_May13PosterPresentation_FSU_May13
PosterPresentation_FSU_May13Trent Sherman
 
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...National Institute of Food and Agriculture
 
Environmental Flows Update, Tony Smith
Environmental Flows Update, Tony SmithEnvironmental Flows Update, Tony Smith
Environmental Flows Update, Tony SmithTWCA
 
DSD-INT 2020 Forecasting the Mississippi River During Hurricane Season
DSD-INT 2020 Forecasting the Mississippi River During Hurricane SeasonDSD-INT 2020 Forecasting the Mississippi River During Hurricane Season
DSD-INT 2020 Forecasting the Mississippi River During Hurricane SeasonDeltares
 
LCRA Lane City Reservoir Project, Karen Bondy
LCRA Lane City Reservoir Project, Karen BondyLCRA Lane City Reservoir Project, Karen Bondy
LCRA Lane City Reservoir Project, Karen BondyTWCA
 
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...Agriculture Journal IJOEAR
 
2016_amalone_resume
2016_amalone_resume2016_amalone_resume
2016_amalone_resumeAndy Malone
 
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...Hanna Stahlberg
 

What's hot (20)

Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...
Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...
Engineered Nanoparticles in Food: Implications for Food Safety and Consumer H...
 
The History of Coastal Flood Hazard Assessments in the Great Lakes
The History of Coastal Flood Hazard Assessments in the Great LakesThe History of Coastal Flood Hazard Assessments in the Great Lakes
The History of Coastal Flood Hazard Assessments in the Great Lakes
 
Krider - Prioritizing Watersheds for PMP Placement
Krider - Prioritizing Watersheds for PMP PlacementKrider - Prioritizing Watersheds for PMP Placement
Krider - Prioritizing Watersheds for PMP Placement
 
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
 
Fermanich - Lower Fox River - Green Bay TMDL
Fermanich - Lower Fox River - Green Bay TMDL Fermanich - Lower Fox River - Green Bay TMDL
Fermanich - Lower Fox River - Green Bay TMDL
 
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
Implementation of In-Stream, Streambank and Riparian Practices in Conjunction...
 
Fostering Service Learning with Community Research - American Honors Faculty ...
Fostering Service Learning with Community Research - American Honors Faculty ...Fostering Service Learning with Community Research - American Honors Faculty ...
Fostering Service Learning with Community Research - American Honors Faculty ...
 
Smith - Technical Challenges to Meeting Goals
Smith - Technical Challenges to Meeting Goals Smith - Technical Challenges to Meeting Goals
Smith - Technical Challenges to Meeting Goals
 
Crumpton - Linking Agriculture Practices to Water Quality Improvement
Crumpton - Linking Agriculture Practices to Water Quality ImprovementCrumpton - Linking Agriculture Practices to Water Quality Improvement
Crumpton - Linking Agriculture Practices to Water Quality Improvement
 
ASFPM 2016: Risk Identification Using Hazus
ASFPM 2016: Risk Identification Using HazusASFPM 2016: Risk Identification Using Hazus
ASFPM 2016: Risk Identification Using Hazus
 
PosterPresentation_FSU_May13
PosterPresentation_FSU_May13PosterPresentation_FSU_May13
PosterPresentation_FSU_May13
 
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...
Impact of Agricultural Stream Restoration on Riparian Hydrology and Biogeoche...
 
JWARP_paper
JWARP_paperJWARP_paper
JWARP_paper
 
Environmental Flows Update, Tony Smith
Environmental Flows Update, Tony SmithEnvironmental Flows Update, Tony Smith
Environmental Flows Update, Tony Smith
 
DSD-INT 2020 Forecasting the Mississippi River During Hurricane Season
DSD-INT 2020 Forecasting the Mississippi River During Hurricane SeasonDSD-INT 2020 Forecasting the Mississippi River During Hurricane Season
DSD-INT 2020 Forecasting the Mississippi River During Hurricane Season
 
LCRA Lane City Reservoir Project, Karen Bondy
LCRA Lane City Reservoir Project, Karen BondyLCRA Lane City Reservoir Project, Karen Bondy
LCRA Lane City Reservoir Project, Karen Bondy
 
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...
Weekly and Monthly Groundwater Recharge Estimation in A Rural Piedmont Enviro...
 
SeniorThesis2
SeniorThesis2SeniorThesis2
SeniorThesis2
 
2016_amalone_resume
2016_amalone_resume2016_amalone_resume
2016_amalone_resume
 
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...
Saltwater Intrusion on the Main Rivers under the Impact of Climate Change, Ng...
 

Similar to Bathymetric Survey of Cross Lake

Diehl_Research_poster(2) (1)
Diehl_Research_poster(2) (1)Diehl_Research_poster(2) (1)
Diehl_Research_poster(2) (1)Brett Diehl
 
Watershed Anylsis for Sevenmile Creek
Watershed Anylsis for Sevenmile CreekWatershed Anylsis for Sevenmile Creek
Watershed Anylsis for Sevenmile CreekAaron King
 
Introduction to USGS Arizona Program and Hydrology (Hoffman)
Introduction to USGS Arizona Program and Hydrology (Hoffman)Introduction to USGS Arizona Program and Hydrology (Hoffman)
Introduction to USGS Arizona Program and Hydrology (Hoffman)Iwl Pcu
 
StreamFlow Variability of 21 Watersheds, Oregon
StreamFlow Variability of 21 Watersheds, OregonStreamFlow Variability of 21 Watersheds, Oregon
StreamFlow Variability of 21 Watersheds, OregonDonnych Diaz
 
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...Amy Cernava
 
ProjetoUrucuia_W2_TroyGilmore_english
ProjetoUrucuia_W2_TroyGilmore_englishProjetoUrucuia_W2_TroyGilmore_english
ProjetoUrucuia_W2_TroyGilmore_englishequipeagroplus
 
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of Drought
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of DroughtPaving Our Way to Water Shortages: How Sprawl Aggravates the Effects of Drought
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of DroughtFulvia52x
 
Senior Thesis Poster
Senior Thesis PosterSenior Thesis Poster
Senior Thesis PosterRachel Nangle
 
Investigation of groundwater flow direction using Geospatial technology: A ca...
Investigation of groundwater flow direction using Geospatial technology: A ca...Investigation of groundwater flow direction using Geospatial technology: A ca...
Investigation of groundwater flow direction using Geospatial technology: A ca...AI Publications
 

Similar to Bathymetric Survey of Cross Lake (20)

Diehl_Research_poster(2) (1)
Diehl_Research_poster(2) (1)Diehl_Research_poster(2) (1)
Diehl_Research_poster(2) (1)
 
Rude_Undergraduate_Thesis
Rude_Undergraduate_ThesisRude_Undergraduate_Thesis
Rude_Undergraduate_Thesis
 
Abstract
AbstractAbstract
Abstract
 
NGRREC_Paper
NGRREC_PaperNGRREC_Paper
NGRREC_Paper
 
Watershed Anylsis for Sevenmile Creek
Watershed Anylsis for Sevenmile CreekWatershed Anylsis for Sevenmile Creek
Watershed Anylsis for Sevenmile Creek
 
Introduction to USGS Arizona Program and Hydrology (Hoffman)
Introduction to USGS Arizona Program and Hydrology (Hoffman)Introduction to USGS Arizona Program and Hydrology (Hoffman)
Introduction to USGS Arizona Program and Hydrology (Hoffman)
 
StreamFlow Variability of 21 Watersheds, Oregon
StreamFlow Variability of 21 Watersheds, OregonStreamFlow Variability of 21 Watersheds, Oregon
StreamFlow Variability of 21 Watersheds, Oregon
 
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...
Assessment Of Lake Water Quality And Eutrophication Risk In An Agricultural I...
 
ProjetoUrucuia_W2_TroyGilmore_english
ProjetoUrucuia_W2_TroyGilmore_englishProjetoUrucuia_W2_TroyGilmore_english
ProjetoUrucuia_W2_TroyGilmore_english
 
ChampagneSWFWMD_WBModel
ChampagneSWFWMD_WBModelChampagneSWFWMD_WBModel
ChampagneSWFWMD_WBModel
 
ChampagneSWFWMD_WBModel
ChampagneSWFWMD_WBModelChampagneSWFWMD_WBModel
ChampagneSWFWMD_WBModel
 
Http _www.swfwmd.state.fl
Http  _www.swfwmd.state.flHttp  _www.swfwmd.state.fl
Http _www.swfwmd.state.fl
 
DeerCreekReport
DeerCreekReportDeerCreekReport
DeerCreekReport
 
Thesis_Final
Thesis_FinalThesis_Final
Thesis_Final
 
NGRREC
NGRRECNGRREC
NGRREC
 
Cochran_5.2.1
Cochran_5.2.1Cochran_5.2.1
Cochran_5.2.1
 
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of Drought
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of DroughtPaving Our Way to Water Shortages: How Sprawl Aggravates the Effects of Drought
Paving Our Way to Water Shortages: How Sprawl Aggravates the Effects of Drought
 
Senior Thesis Poster
Senior Thesis PosterSenior Thesis Poster
Senior Thesis Poster
 
Investigation of groundwater flow direction using Geospatial technology: A ca...
Investigation of groundwater flow direction using Geospatial technology: A ca...Investigation of groundwater flow direction using Geospatial technology: A ca...
Investigation of groundwater flow direction using Geospatial technology: A ca...
 
Poster Template 24x18
Poster Template 24x18Poster Template 24x18
Poster Template 24x18
 

Bathymetric Survey of Cross Lake

  • 1. U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Bathymetric Survey of Cross Lake, Caddo Parish, Louisiana, April through June 1996 By Benton D. McGee Copies of this report can be purchased from: U.S. Geological Survey Branch of Information Services Box 25286 Denver, Colorado 80225 E-mail: infoservices@usgs.gov Fax: (303) 202-4188 Telephone (toll free): 1-888-ASK-USGS WATER-RESOURCES INVESTIGATIONS REPORT 01-4063 BATHYMETRIC SURVEY OF CROSS LAKE Prepared in cooperation with the CITY OF SHREVEPORT DEPARTMENT OF OPERATIONAL SERVICES For additional information, contact: District Chief U.S. Geological Survey 3535 S. Sherwood Forest Blvd., Suite 120 Baton Rouge, Louisiana 70816 E-mail: dc_la@usgs.gov Telephone: (225) 389-0281 Fax: (225) 389-0706 INTRODUCTION Cross Lake is located in northwestern Louisiana. The lake was formed by constructing a dam on Cross Bayou in 1926 to provide an adequate source of drinking water for the residents of the City of Shreveport. At present (2001), the lake is the primary source of public water supply for the city. According to 1999 population statistics, the City of Shreveport had an estimated population of 196,667 (Northeast Louisiana University, Uniform Resource Locator accessed October 12, 2000). In 1995, 30.36 million gallons per day of water were withdrawn from the lake (Lovelace and Johnson, 1996, p. 110) for public supply (Darren Fortenberry, City of Shreveport, oral commun., 2000). Furthermore, the lake is used for flood control, and it is a popular recreational area for the city and the surrounding area. The City of Shreveport is responsible for the management of Cross Lake. An understanding of current hydrologic conditions of the lake is essential to the management and protection of this valuable resource. The quantity and quality of water in the lake are important concerns to those who use this water body for municipal and recreational purposes. Current and accurate information is fundamental to planners and managers for evaluating the lake. In April 1996, the U.S. Geological Survey (USGS), in cooperation with the City of Shreveport, Department of Operational Services, began a two-phase study to (1) conduct a bathymetric survey of Cross Lake and (2) determine the quality of water in the lake. The bathymetric survey defined the morphology of Cross Lake to provide basic information on the physical characteristics of the lake and to aid in the interpretation of the water-quality data. The results of the two-phase study will be documented in two reports. The purpose of this report is to present the results of the bathymetric survey of Cross Lake. Data collected for the construction of the bathymetric map included water-surface elevation, latitude, longitude, and water depth. Hydrographic surveying software was used for combining differential global positioning system (DGPS) information with digital survey fathometer data to accurately map the lake bottom. Data were referenced to sea level by subtracting the water depth from the water-surface elevation that existed during the data collection, thus ensuring proper referencing of the data between collections. The bathymetric map was produced using geographic information systems, and contours were reviewed and edited for accuracy and consistency. Description of Study Area The study area includes the extent of Cross Lake (fig. 1) and is located in the northern part of the City of Shreveport in central Caddo Parish. The City of Shreveport had a total annual rainfall of 44 inches and a mean annual temperature of 66ºF (degrees Fahrenheit) in 1995. The average total annual rainfall for the previous five years (1990-94) was 62 inches at Shreveport (Craig Ross, National Weather Service, oral commun., 2001). The total annual rainfall during the study was below the average total annual amount. The elongated lake is oriented east to west and is approximately 9 mi (miles) in length. The lake covers approximately 13.4 mi2 (square miles). Much of the lake’s shoreline is urbanized, particularly along the eastern and southern areas. The area mainly west of the lake is mostly forested land. The watershed area that contributes runoff to the lake is 253 mi2 (Sloss, 1971, p. 30). The lake receives inflow from eight major tributaries in this watershed, including supplemental flow through a pipeline from nearby Twelvemile Bayou. These tributaries are Paw Paw Bayou, Cross Bayou, Shettleworth Bayou, Logan Bayou, Piney Bayou, Page Bayou, Bickham Bayou, and the pipeline from Twelvemile Bayou. Most of the inflow enters at the western end of the lake. The three largest tributaries (and their drainage areas) are Paw Paw Bayou (82.02 mi2 ), Cross Bayou (62.43 mi2 ), and Shettleworth Bayou (19.54 mi2 ) (Sloss, 1971, p. 30). The lake has two discharge points (Cross Lake spillway and a city water treatment plant intake), located at the eastern end of the lake. Acknowledgments The author extends appreciation to Robert “Bo” Williams, former Mayor of the City of Shreveport, and Mike Strong and Wes Wyche of the Department of Operational Services, City of Shreveport, for their cooperation and assistance provided during this study. Additionally, special thanks are given to the personnel of the Cross Lake Patrol and the Amiss Water Treatment Plant for the direction provided and the use of their facilities, and to employees of the USGS office in Ruston, Louisiana, for their assistance in collection and analysis of data. WATER-SURFACE ELEVATION The lake’s level is controlled by the spillway structure which is 189 feet in length and has a crest elevation of 171.19 feet above sea level. A permanent continuous stage recorder equipped with a data collection platform and a staff gage were installed on the lake to monitor water-surface elevation during the study. The recorded daily mean water-surface elevation ranged from 169.04 to 170.03 feet above sea level with a mean of 169.71 feet above sea level during the bathymetric survey. The mean water-surface elevation of the lake was 170.27 feet above sea level during the years 1984-86, 1989-90, and 1992-95 (Darren Fortenberry, City of Shreveport, written commun., 1999), which indicates that the water-surface elevation during the study was slightly below its annual average. BATHYMETRY Bathymetric data for Cross Lake were collected during April 15-17 and 22, May 7 and 13, and June 14, 1996. More than 300,000 data points of latitude, longitude, and depth were recorded to accurately and comprehensively describe the bathymetry. Using hydrographic software, transects were established for the lake prior to data collection; 56 north to south, 4 east to west, and various other transects, from which bathymetric data were collected, were distributed across the lake. Bathymetric data were collected using a DGPS linked through a computer to a digital fathometer. Specifically, the equipment included a Trimble Pathfinder ProXL DGPS unit, a Raytheon survey fathometer, equipped with an Odom digital interface, a portable computer, and HYPACK hydrographic software. The DGPS measured spatial position in state plane coordinates with routine accuracy of 5 feet. State plane coordinates were then converted to latitude and longitude and projected into universal transverse mercator units using ArcInfo. The digital fathometer measured the depth with routine accuracy of 0.1 foot; the fathometer was calibrated at the start of each survey day to maintain that accuracy. The hydrographic software was used for survey planning, survey execution, and storage and editing of data. Data were exported to ArcInfo for drawing elevation contours (fig. 1) and subsequent reviewing and editing of results. Surface area and volume spatial analyses also were performed using ArcInfo. The water-surface area of Cross Lake was 8,576 acres, and the water volume was 65,807 acre-feet at a water- surface elevation of 171 feet above sea level. The depth-surface area and depth-volume relations are shown in figure 2. The average depth of the lake was 7.7 feet, with a depth of 7.7 feet or greater over more than 57 percent of the lake-surface area. The greatest depths were located mainly in the eastern parts of the lake. The shoreline development index, defined as the ratio of the shoreline length to the circumference of a circle of area equal to that of the lake, is 5.4 for Cross Lake. This indicates that Cross Lake’s morphometry is very elliptical. Additional information about the lake is included in table 1. SELECTED REFERENCES Ensminger, P.A., 1999, Bathymetric survey and physical and chemical-related properties of Caddo Lake, Louisiana and Texas, August and September 1998: U.S. Geological Survey Water-Resources Investigations Report 99-4217, 1 sheet. Lovelace, J.K., and Johnson, P.M., 1996, Water use in Louisiana, 1995: Louisiana Department of Transportation and Development Water Resources Special Report no. 11, 110 p. Northeast Louisiana University, Center for Business and Economic Research, Louisiana parishes and municipalities July 1, 1999, population estimates published in January 2000: accessed October 12, 2000, at URL http://leap.ulm.edu/POPHS/pop1999.txt Sloss, Raymond, 1971, Drainage area of Louisiana Streams: Louisiana Department of Public Works Basic Records Report no. 6, 117 p. In this report, “sea level” refers to the National Geodetic Vertical Datum of 1929--a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada, formerly called Sea Level Datum of 1929. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Table 1. Physical description of Cross Lake Latitude 32o 30 30Å Longitude 93o 50 00Å Lake-surface area 13.4 mi2 Watershed area 253 mi2 Shoreline length 70.4 mi Maximum depth 18.3 feet Average depth 7.7 feet Watershed area to lake surface area ratio 19 Shoreline development index 5.4 Lake volume 65,807 acre-feet Number of major tributaries 8 Number of major discharge points 2 Figure 2. Depth-surface area and depth-volume relations of Cross Lake, April through June 1996. Figure 1. Bathymetry of Cross Lake, Caddo Parish, Louisiana, April through June 1996.