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publications > poster > nutrient loading at two coastal creeks in Everglades National Park

Nutrient Loading at Two Coastal Creeks in Everglades National Park

From the Florida Bay and Adjacent Marine Systems Science Conference, December 11-14, 2005, Duck Key, Florida

Coastal discharge, total phosphorus (TP) and total nitrogen (TKN) concentrations are continuously monitored by the U.S. Geological Survey (USGS) at West Highway Creek (N 25° 14' 33", W 80° 26' 50") in northeastern Florida Bay and North River (N 25° 20' 19", W 80° 54' 47") in Whitewater Bay (see Fig. 1). The product of net 3-day discharge and mean 3-day concentration sampling is used to compute TP and TKN loads between the wetlands and bays from October 1, 2003 through September 30, 2004 (WY 2004). Net loading was predominately from the wetlands into the bays (positive loading). The mean TP and TKN loads at West Highway equaled about +2 and +180 pounds per day (lbs/day) respectively, and +6 and +400 lbs/day at North River (see Fig. 2).

Regression-defined models were developed that predict TP and TKN loads solely as a function of discharge and time (see Fig. 3). The loading models were built for "gap-filling" so that annual loads could be estimated. At West Highway Creek and North River, the TP and TKN models reproduced about 80% and 90% of the actual load variability, respectively. Annual "gap filled" estimates of TP and TKN loads were about +808 and +68,952 lbs, respectively, at West Highway Creek. The estimates of TP and TKN loads were +2,024 and +138,808 lbs, respectively, at North River for WY 2004.

Nutrient loads were predicted using the regression defined models and alternate water-management scenarios, specifically, retention, detention, and doubling of the discharge from the wetlands into the bays (see Fig. 4). The retention scenario captured net discharge greater than +40,000 cubic meters (m3), resembling a case where excess runoff is captured for underground aquifer storage and recovery as part of the Comprehensive Everglades Restoration Plan (CERP). The detention scenario also captured net discharge greater than +40,000 m3, but released the captured water at a later date so the total measured discharge is conserved. Doubling the positive coastal discharge from the wetlands into the bays may resemble flow conditions upon the removal of upstream canals and levees, or construction of bridges that elevate roadways above upstream wetlands. Loading changes were apparent under the alternative water management scenarios; loads were mostly explained by creek discharge.

It is important to note that 2004 was a relatively dry water year, therefore further data collection is imperative to capture year-to-year trends and changes due to CERP water management. Data collection began in 2003 and is ongoing. Data is also being collected at Upstream North River.

1 MAP OF STUDY AREA

map of study area
[larger image]

PICTURES OF INSTRUMENTATION AND CREEKS

West Highway North River
instrumentation at West Highway instrumentation at North River
ISCO Auto Sampler: Collects water samples every 18 hours; 4 samples combined for 3-day composite. [click on images above for larger versions]

2 CONCENTRATIONS AND LOADING OF TOTAL PHOSPHORUS (TP) AND TOTAL NITROGEN (TKN)

Actual loads are computed with the equation

L = CQ

L = Nutrient Load
C = Nutrient Concentration
Q = Net creek discharge

graph showing total phosphorus concentrations
[larger image]
graph showing total nitrogen concentrations
[larger image]
graph showing net three day discharge
[larger image]
graph showing total phosphorus loads
[larger image]
graph showing total nitrogen loads
[larger image]

3 REGRESSION MODELS USED FOR GAP-FILLING AND WATER-MANAGEMENT SCENARIO TESTING

regression-defined models used to predict total phosphorus and total nitrogen loads solely as a function of discharge and time     D


graph showing example of 'gap-filling' at West Highway Creek
[larger image]

4 LOADING FROM WATER MANAGEMENT SCENARIOS

graph showing example of total nitrogen scenarios at North River
[larger image]


SUMMARY OF LOADING SCENARIOS

  WEST HIGHWAY ANNUAL LOADS NORTH RIVER ANNUAL LOADS
TP ACTUAL 653 LBS 2024 LBS
TP PREDICTED 828 LBS 1655 LBS
TP DOUBLE 1753 LBS 3858 LBS
TP RETENTION 547 LBS 935 LBS
TP DETENTION 828 LBS 1655 LBS
TKN ACTUAL 68,952 LBS 138,808 LBS
TKN PREDICTED 71,836 LBS 132,303 LBS
TKN DOUBLE 154,414 LBS 308,351 LBS
TKN RETENTION 47,013 LBS 74,748 LBS
TKN DETENTION 71,836 LBS 132,303 LBS

For More Information:

Paul Stumpner
U.S. Geological Survey
3110 SW 9th Av.
Fort Lauderdale, FL 33315
(954) 377-5970 (w)
pstump@usgs.gov

Barclay Shoemaker
U.S. Geological Survey
3110 SW 9th Av.
Fort Lauderdale, FL 33315
(954) 377-5956 (w)
Bshoemak@usgs.gov

Mark Zucker
U. S. Geological Survey
3110 SW 9th Av.
Fort Lauderdale, FL 33315
(954) 377-5952 (w)
Zucker@usgs.gov


Related information:

SOFIA Project: Coastal Gradients of Flow, Salinity and Nutrients



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Last updated: 05 September, 2006 @ 07:25 AM (KP)