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The Determination of Minimum Flows for Sulphur Springs, Tampa, Florida

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The Determination of Minimum Flows for Sulphur Springs, Tampa, Florida The Determination of Minimum Flows for Sulphur Springs, Tampa, Florida September 28, 2004 DRAFT The Determination of Minimum Flows for Sulphur Springs, Tampa, Florida prepared by: The Resource Conservation and Development Department of the Southwest Florida Water Management District 2379 Broad Street Brooksville, FL. 34604-6899 DRAFT September 28, 2004 DRAFT TABLE OF CONTENTS List of Tables ………………………………………………………………………………iv List of Figures ……………………………………………………………………………...v Acronyms and Definitions………………………………………………………………..xi Executive Summary ……………………………………………………………………..xiii Acknowledgments………………………………………………………………………...xvi Chapter 1 - Purpose and Background of Minimum Flows and Levels 1.1 Overview ........................................................................................... 1-1 1.2 Legislative Directives......................................................................... 1-1 1.3 Application to MFLS for Sulphur Springs........................................... 1-3 1.4 Content of Remaining Chapters ........................................................ 1-5 Chapter 2 - Physical and Hydrologic Characteristics of Sulphur Springs 2.1 Introduction........................................................................................ 2-1 2.2 Current physical setting of the spring pool and run............................ 2-3 2.3 Water Supply Use of Sulphur Springs ............................................... 2-8 2.3.1 Recent improvements to the diversion facilities at Sulphur Springs ............................................................................................ 2-11 2.4 Hydrogeologic and Flow characteristics of Sulphur Springs............ 2-14 2.4.1 Geologic Setting .............................................................................. 2-14 2.4.2 Springflow characteristics................................................................ 2-15 2.5 Water Quality of Sulphur Springs .................................................... 2-19 2.5.1 Data sources ................................................................................... 2-19 2.5.2 Trends in specific conductance ....................................................... 2-21 2.5.2.1 Effects of gate operations and withdrawals on specific conductance .................................................................................... 2-24 2.5.2.2 Effects of recent smaller withdrawal rates ....................................... 2-30 2.5.3 Concentrations and trends of other constituents ............................. 2-32 Chapter 3 – Ecological Resources of Sulphur Springs and the Lower Hillsborough River 3.1 Introduction........................................................................................ 3-1 3.2 Salinity and water level records in the spring and river system ......... 3-1 3.3 Tidal water level fluctuations in the spring run................................... 3-2 3.4 Salinity in the spring run and response to withdrawals from the spring pool......................................................................................... 3-5 i DRAFT 3.5 Dissolved oxygen concentrations in the spring run and response to withdrawals from the spring pool. ...................................................... 3-9 3.6 Other water quality characteristics of the spring run...................... ..3-10 3.7 Biological habitats and communities in the spring run..................... 3-11 3.7.1 Benthic habitats............................................................................... 3-11 3.7.2 Shoreline vegetation........................................................................ 3-11 3.7.3 Benthic macroinvertebrates............................................................. 3-12 3.7.3.1 1997 Macroinvertebrate survey ....................................................... 3-12 3.7.3.2 Invertebrate collections from 2000 to 2003...................................... 3-13 3.7.3.3 Results of FWC qualitative samples................................................ 3-14 3.7.3.4 Percent composition in various habitats ......................................... 3-17 3.7.3.5 Quantitative samples from May 2000, November 2001, and December 2003........................................................................ 3-18 3.7.3.6 Possible factors affecting changes in the macroinvertebrate community ....................................................................................... 3-21 3.8 Fish populations in the spring run.................................................... 3-22 3.9 Relationships of Sulphur Springs discharge to the hydrology, water quality and ecology of the Lower Hillsborough River....................... 3-26 3.9.1 Hydrology of the Lower Hillsborough River ..................................... 3-26 3.9.2 The effects of flows from Sulphur Springs on salinity distributions in the Lower Hillsborough River ................................................................ 3-31 3.9.2.1 Empirical salinity data plots ............................................................. 3-33 3.9.2.2 Hydrodynamic salt transport model of the river ............................... 3-36 3.9.3 Relationships of freshwater inflows on dissolved oxygen concentrations in the lower Hillsborough River................................ 3-38 3.9.4 Effects of low flows on salinity distributions and dissolved oxygen concentrations between the dam and Sligh Avenue........................ 3-42 3.10 Biological characteristics of the Lower Hillsborough River and relation to the management of Sulphur Springs ........................................... 3-48 3.10.1 Intertidal vegetation ......................................................................... 3-48 3.10.2 Benthic macroinvertebrates............................................................. 3-49 3.10.3 Fishes.............................................................................................. 3-50 3.11 Thermal characteristics of the spring run and the lower river and use by cold sensitive species ................................................................. 3-52 3.11.1 Thermal characteristics of Sulphur Springs pool and run ................ 3-53 3.11.2 Thermal characteristics of the Lower Hillsborough River................. 3-56 3.11.3 Vertical and diurnal variations in river water temperatures .............. 3-60 3.11.4 Temperature variability and relation to biological use...................... 3-60 Chapter 4 – Technical Approach for Determining Minimum Flows for Sulphur Springs 4.1 Overview ........................................................................................... 4-1 4.2 Consideration of structural alterations to the determination of minimum flows .................................................................................................. 4-1 4.3 Consideration of seasonal variations of springflow and relationships to flows from the Hillsborough River reservoir ....................................... 4-2 4.4 Selection of management goals and ecological indicators for evaluating the effects of reduced flows ........................................ 4-3 ii DRAFT 4.5 Goal 1 – Minimize the incursion of high salinity river water into the upper spring run. ......................................................................... 4-4 4.6 Goal 2 - Maintain low salinity habitats in the Lower Hillsborough River .................................................................................................. 4-5 4.6.1 Distribution and volume of <4 ppt and <11 ppt salinity zones as ecological indicators in the lower river ............................................... 4-6 4.7 Goal 3 – Maintain a thermal refuge for Manatees in the winter ......... 4-8 Chapter 5 - Results of the Minimum Flows Analysis 5.1 Introduction........................................................................................ 5-1 5.2 Criterion 1 – Maintain low salinity habitats in the upper spring run.... 5-1 5.2.1 Criterion 1 data sources .................................................................... 5-1 5.2.2 Controlled release experiments......................................................... 5-1 5.2.3 Salinity response during the controlled release experiments............. 5-3 5.2.4 Salinity response at the continuous recorder in the upper spring run to variable flows........................................................................... 5-8 5.2.4.1 Tide stage effects on salinity incursions .......................................... 5-16 5.2.5 Relations of springflow to water levels in the upper spring run........ 5-18 5.2.6 Salinity response in the lower spring run ......................................... 5-21 5.2.7 Other potential effects of reduced flows. ......................................... 5-22 5.3 Criterion 2 – Maintain low salinity habitats in the Lower Hillsborough River ................................................................................................ 5-23 5.3.1 Salinity distributions for different minimum flow scenarios predicted by a hydrodynamic salt transport model .......................... 5-23 5.4 Summary of incorporating criteria 1 and 2 low-salinity factors into a minimum flow for Sulphur Springs................................................... 5-32 5.4.1 Application of minimum flows based on criteria 1 and 2 .................. 5-37 5.5 Criterion 3 - Maintain a thermal refuge for Manatees ..................... 5-38 5.5.1 Purpose ........................................................................................... 5-38
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