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Seismic Reflection Surveys
Orange Lake - Seismic Investigations

Northeast Florida Lakes & Rivers Home
Open File Report:
Seismic Reflection
Surveys
  Abstract
  Introduction
  Karst Formation
  Methods
  Regional Geology
  Orange Lake:
  Seismic Investigations You are at Orange Lake Seismic Investigations
  Lake Geology
  Karst & Sinkhole Features
  Southeast Area
  North & Central Area
  Southwest Area
  Kingsley Lake
  Lowry & Magnolia Lakes
  Drayton Island
  Conclusions
  References
Contact:
Jim Flocks
  Orange Lake occupies an area of north central Florida in Alachua county that is characterized by shallow, flat bottomed lakes, level prairies and streams that are swallowed by dolines. Historically, an extensive citrus industry flourished until a series of hard freezes ruined the groves. The lake is nationally renowned for sports fishing but fluctuations in lake stage and growth of aquatic weeds have hampered this industry. Currently, many alternatives being considered for managing lake level (Robison, 1994).

In August 1956, Orange Lake had receded to the lowest stage recorded: 50.06 feet relative to the National Gauge Vertical Datum (NGVD). At this stage there were only 5,000 acres of submerged area. The lake reached a high stage of 61.5 feet NGVD in November 1941 (Pirkle and Brooks, 1959), when approximately 16,000 acres were submerged. A "normal" stage is considered to be 58 feet NGVD (Jessen, 1972).

Though lake stage correlates with rainfall (Jessen, 1972; Pirkle and Brooks, 1959; Robison, 1994) a doline(s) in the southwest area of the lake at the Heagy-Burry park was observed actively draining Orange Lake at a rate of 12 million gallons per day (mgd) (Roland 1957). On August 22, 1992, divers Rick Spechler of the U.S. Geological Survey and William Wilson of Subsurface Evaluations, Inc. voluntarily performed a reconnaissance dive to measure the loss of water through the doline(s). They estimated that approximately 5 cubic feet per second (cfs) were draining into two separate fissures (Speckler and Wilson 1992). Another estimate was made by IFAS (Haller and Hoyer, 1992) by constructing a temporary weir around the entire area believed to be affected by the doline(s). A flow of 37 cfs was calculated from the measurements made in the weir opening.

Attempts to isolate the doline(s) with fill and sand bag dams were attempted in 1957 (Jessen, 1972). These attempts, along with heavy rains, increased the lake stage to 56 feet NGVD by the end of 1957. When the lake stage rose however, the dam slumped into the doline. By 1964, the lake stage had again lowered and concerned citizens attempted to fill the doline(s) with fill and discarded automobiles. Again, heavy rains related to hurricanes caused the lake stage to rise. Several of the lake level management alternatives that have recently been considered once again include plugging the doline(s) or restricting the flow with a weir or dam (Robison, 1994). The past experiences indicate that a more thorough site evaluation and design phase will be needed to make these alternatives successful.

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Updated December 05, 2016 @ 11:25 AM (THF)