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publications > posters > estimation of freshwater flow to joe bay, south florida

Estimation of Freshwater Flow to Joe Bay, South Florida

Grant Poole, Mark Zucker and Clinton Hittle

[click on images for larger versions]

An examination of flows to Joe Bay, a small embayment on the north-eastern shores of Florida Bay, has provided baseline information on current spatial and temporal water deliveries prior to restoration modifications. Understanding the existing complex water delivery system and the effects the system has on Everglades hydrology will provide a necessary benchmark against which to measure restoration success.

The study was initiated by the U.S. Geological Survey (USGS) in May 1999 to estimate creek flow to Joe Bay and determine the relative amounts derived from Taylor Slough and overflow from the C-111 Canal. It's important to understand the source of freshwater to Joe Bay before it enters Florida Bay. Taylor Slough transports freshwater to north-eastern Florida Bay from the northwest while overflow from the C-111 Canal provides freshwater to northeastern Florida Bay from the north-east. Joe Bay receives part of the freshwater from each of these sources via sheetflow and small estuarine creeks, and subsequently discharges southward to northeastern Florida Bay via Trout Creek.

graph of cumulative flow at Taylor Slough Bridge and cumulative flow at C-111 at S-18C graph of mean monthly discharge

Trout Creek contributes approximately 50 percent of the total freshwater to northeastern Florida Bay (Hittle 2001). Eight non-gaged creeks entering Joe Bay were selected for acoustic Doppler current profiler (ADCP) measurements. The ADCP discharge measurement were correlated with computed real-time discharge measurements from nearby USGS flow stations.

location map of study area


Acoustic Methods


ADCP "Rio Grande"
photo of ADCP-Rio Grande
Example of ADCP output: Discharge equals 221 ft/s at Joe Bay 8W
example of ADCP output
photo of scientists taking discharge measurement
Discharge measurement at Trout Creek using ADCP to calibrate acoustical velocity meters
photo of side-looking Doppler
Side-looking Doppler used to collect real velocity information


Joe Bay ADCP Surveys


ADCP survey map of July 1, 1999 discharge ADCP survey map of September 24, 1999 Tropical Storm Harvey discharge
ADCP survey map of October 19, 1999 Hurricane Irene dishcarge ADCP survey map of October 26, 1999

Regression analysis was used to estimate flow at Joe Bay creeks from June 1999 to April 2000. The R2 values for the estimated flow ranged between 0.51 and 0.93. From June 1999 to April 2000, flow volumes to eastern and western Joe Bay equaled 7.3 x 107 m3 and 5.5 x 107 m3 respectively; flow into eastern Joe Bay was 25 percent greater than flow into western Joe Bay.

Maximum freshwater discharge to Florida Bay occurred on September 21, 1999 (Tropical Storm Harvey) and October 15, 1999 (Hurricane Irene). Flow into western Joe Bay (3.4 x 107 m3) during the storms was 21 percent greater than flow into eastern Joe Bay (2.4 x 107 m3). However, dry season flow (January - April 2000) into eastern Joe Bay (2.6 x 107 m3) which was supplied primarily by the C-111 Canal, was much greater than flow into western Joe Bay (0.25 X 107 m3). Thus, the total flow into eastern Joe Bay exceeded total flow into western Joe Bay, even though western Joe Bay received more freshwater during storm events. During the storms, the S-197 structure was opened to allow the C-111 Canal to discharge outside of Florida Bay. This reduced the overflow from the C-111 Canal to both Joe Bay and northeastern Florida Bay.


Joe Bay Salinity and Flow Observations


Mean Daily Salinity in Joe Bay 1999-2002
graph of mean daily salinity in Joe Bay 1999-2002

Daily Mean Discharge and Salinity at Joe Bay 8W 1999-2000
graph of daily mean discharge and salinity at Joe Bay 8W 1999-2000
Daily Mean Discharge and Salinity at Joe Bay 2E 1999-2000
graph of daily mean discharge and salinity at Joe Bay 2E 1999-2000
Daily Mean Discharge and Salinity at Joe Bay 1E 1999-2000
graph of daily mean discharge and salinity at Joe Bay 1E 1999-2000

Collection of Salinity data following Tropical Storm Harvey and Hurricane Irene
September 20, 1999 - December 31, 1999
graph of salinity data following Tropical Storm Harvey and Hurricane Irene, September 20, 1999-December 31, 1999

Using USGS monitoring stations to Estimate Joe Bay Mangrove Creeks
(Joe Bay 8W ADCP Meas. (cfs) vs. Mud Creek (cfs))
graph of discharge data for Joe Bay 8W ADCP Meas. vs. Mud Creek
Using USGS monitoring stations to Estimate Joe Bay Mangrove Creeks
(Joe Bay 2E ADCP Meas. (cfs) vs. Stillwater Creek (cfs))
graph of discharge data for Joe Bay 2E ADCP Meas. vs. Stillwater Creek
Using USGS monitoring stations to Estimate Joe Bay Mangrove Creeks
(Joe Bay 1E vs. Stillwater Creek)
graph of discharge data for Joe Bay 1E vs. Stillwater Creek


Water Budget Results


Study Area Summary Map
Sept. 22, 1999 -Nov. 30, 1999 "Storm Runoff"
study area summary map
September 22, 1999-November 30, 1999 storm runoff map
June 1, 1999 to Sept. 21, 1999 "Water Management"
Dec. 1, 1999 to Apr. 30, 2000 "Dry Season Flows"
June 1, 1999 to September 21, 1999 water management map
December 1, 1999 to April 30, 2000 dry season flows map


For more information
Additional information
can be found at:
contact:
write to:
Clinton Hittle - cdhittle@usgs.gov
Mark Zucker - mzucker@usgs.gov
Grant Poole - gpoole@usgs.gov
U.S. Geological Survey
9100 NW 36th St. Suite 107
Miami, FL 33178
305-717-5815
South Florida Information Access logo
http://sofia.usgs.gov


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Last updated: 03 January, 2005 @ 08:13 AM (KP)