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publications > poster > hydrogeology of a dynamic system in the florida keys: a tracer experiment > results -- tracer experiments

Part 2: Results -- Tracer Experiments

photo of study site Infrared-enhanced aerial photograph of our study site. The two yellow stars depict the locations of our two well cluster sites. This photo shows a section of Key Largo, upper Florida Keys, with Florida Bay to the north (top of photo) and Atlantic Ocean to the south (bottom of the photo). (Click on photo for larger version.)

The diagram at the right depicts what the well cluster arrangement looks like after completion of all piezometers in Florida Bay and in the Atlantic Ocean. The well clusters were completed so that all of the piezometers were 100 ft (30.3 m) away from the central well. The central well would become the location for the injection of dye to trace the natural gradient of groundwater flow. Fluorescein dye was injected in the shallow, central piezometers at both sites and Rhodamine WT injected in the deep, central piezometers at both sites. The central well for the ocean side well cluster is approximately 100 m offshore and the central well at the bayside well cluster is approximately 75 m offshore. Benchmarks were installed onshore on both sides of Key Largo and position and elevation determined using DGPS. Two wells at each cluster were later leveled in using the benchmarks as a reference point. diagram of well cluster arrangement


Oceanside Well Cluster (OSWC)

velocity vector diagram
(Click on image above for larger version.)
Based on first arrival of Fluorescein dye the net direction of flow was to the southeast (toward the reef tract) with a velocity of 0.61 m/d. A small component of flow (dispersive) was detected in piezometers running parallel to the shoreline. First arrival times were used in calculating all velocities because not all breakthrough curves were sigmoidal. 
A second injection of Fluorescein on day 332 did not result in a second peak as expected. One possible reason is that some insoluble portion of Fluorescein, due to incomplete mixing, plugged up the well screen during injection which didn't allow enough dye to enter the formation. Therefore, insufficient concentrations were present above the detection limit of the fluorometer.

Fluorescein
breakthrough curves
(Click on graphs to view larger version.)
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves

deep: 13.6 m (__ ) and
shallow: 6.1 m (
- - - )


Rhodamine WT breakthrough curves (below) for the eight piezometer nests, and velocity vector diagrams (right) based on first arrival of dye from the breakthrough curves. 
Rhodamine was detected in the shallow (B) piezometer at wells 5 and 6 indicating a component of vertical transport. At well 6A&B, Rhodamine was detected simultaneously. A flow rate was calculated to be 0.51 m/d in the southeast direction toward the reef tract. The spike at the tail end of the breakthrough curves corresponds to the second injection of dye on day 238. Weather conditions during the second injection resulted in flow in the opposite direction (toward Fl. Bay) at rates as high as 1.5 m/d at 2A&B. This suggests that weather plays a major role in flow of ground water at this site.
velocity vector diagram

Rhodamine WT
breakthrough curves
(Click on graphs to view larger version.)
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves

deep: 13.6 m (__ ) and
shallow: 6.1 m (
- - - )


Bayside Well Cluster (OSWC)

velocity vector diagram Groundwater flow velocity at the Bayside Well Cluster was greater than velocity at the Oceanside Well Cluster. Fluorescein was detected in 12 days at 2B and 3B which indicates a flow velocity of 2.5 m/d in the southeast direction toward the reef tract. A component of flow to the north was also detected with velocity of 0.36 m/d. This was most likely a dispersive flow induced by tidal pumping. 
A spike from the second injection of Fluorescein on day 182 was observed at 6B. This suggests that weather plays a role in groundwater flow and is similar to the results from the second Rhodamine injection at OSWC. Flow was in the opposite direction (toward Fl. Bay) after the second injection with a velocity of 2.0 m/d.

Fluorescein
breakthrough curves
(Click on graphs to view larger version.)
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves

deep: 13.6 m ( __) and
shallow: 6.1 m (
- - - )


Rhodamine was detected at the same wells and at similar arrival times as was observed during the Fluorescein test. The only exception is that Rhodamine appeared more frequently and in higher concentrations in the shallow piezometers. Whereas Fluorescein was found in few deep wells and, if present, in very low concentrations. The greatest flow velocity for Rhodamine was 2.5 m/d at 2B & 3B. 
The second injection on day 182 resulted in a similar outcome as observed in the Fluorescein results. Dye was picked up at 6A&B in 10 days which results in a velocity of 3.0 m/d. Again this flow was not observed in the first dye injection, and was the result of wind blowing consistently out of the east at 20 - 25 mph.
velocity vector diagram

Rhodamine WT
breakthrough curves
(Click on graphs to view larger version.)
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves
graph of breakthrough curves

deep: 13.6 m (__ ) and
shallow: 6.1 m (
- - - )



Next: Tidal Pumping and Meteorological Influences on Groundwater Flows



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Last updated: 03 January, 2005 @ 08:46 AM (KP)