The Determination of Minimum Flows for Sulphur Springs, Tampa

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DRAFT Acknowledgments This report incorporates data and analyses prepared by a number of professionals who have been involved with research on Sulphur Springs and the Lower Hillsborough River in cooperation with the Southwest Florida Water Management District. Keith Hackett and Ray Pribble of Janicki Environmental, Inc. performed the thermal modeling simulations presented in this report. David Wade of Janicki Environmental generated graphics associated with the evaluation of flow experiments presented in Chapter Five. Gary Warren of the Florida Fish and Wildlife Conservation Commission supervised the collection and identification of benthic macroinvertebrates in the spring run and provided those data to the District. Mike Allen and Debra Murie of the University of Florida Department of Fisheries and Aquatic Sciences provided the fish data from Sulphur Springs discussed in Chapter Three. Bob Woithe of PBS&J, Inc. provided data for the Lower Hillsborough River collected as part of the Hydrobiological Monitoring Program for Tampa Bay Water. Richard Boler of the Environmental Protection Commission of Hillsborough County provided data for the lower river collected by that agency. The timely participation of all these individuals is gratefully acknowledged. xvi
Page 1 and 2: The Determination of Minimum Flows
Page 4 and 5: DRAFT TABLE OF CONTENTS List of Tab
Page 6: 4.5 Goal 1 - Minimize the incursion
Page 10 and 11: DRAFT LIST OF FIGURES Chapter 2 - P
Page 12 and 13: Fig. 3-13 Fig. 3-14 Fig. 3-15 Fig.
Page 14 and 15: Fig. 5-7 Fig. 5-8 Fig. 5-9 Fig. 5-1
Page 16 and 17: Acronyms and Definitions DRAFT AMO
Page 18 and 19: DRAFT Executive Summary The Southwe
Page 20: DRAFT below 19 feet NGVD of 1929. T
Page 25 and 26: 1 - 2 DRAFT at which further withdr
Page 27 and 28: 1 - 4 DRAFT Lastly, the effects of
Page 30 and 31: DRAFT CHAPTER 2 PHYSICAL AND HYDROL
Page 32 and 33: DRAFT Problems with high coliform b
Page 34 and 35: DRAFT Figure 2-5. Diagram of Sulphu
Page 36 and 37: -4 -3 -2 DRAFT A bathymetric map of
Page 38 and 39: DRAFT Diversions from Sulphur Sprin
Page 40 and 41: DRAFT For the evaluation of minimum
Page 42 and 43: DRAFT The minimum flow rule for the
Page 44 and 45: DRAFT Formation and act as a hydrol
Page 46 and 47: DRAFT apparently declined over time
Page 48 and 49: DRAFT There is evidence that flows
Page 50 and 51: DRAFT Since April 1999, the USGS ha
Page 52 and 53: DRAFT Figure 2-21. Temporal trend o
Page 56 and 57: DRAFT 7000 8 6000 7 Specific Conduc
Page 58 and 59: DRAFT 8 A Gage Height (ft) Daily Pu
Page 60 and 61: DRAFT While visually compelling, th
Page 62 and 63: DRAFT The experimental withdrawals
Page 64 and 65: DRAFT In the absence of pollution,
Page 66 and 67: DRAFT Table 2-4. Results of Kruskal
Page 68 and 69: DRAFT 3.3 Tidal water level fluctua
Page 70 and 71: DRAFT Figure 3-3. Stage duration cu
Page 72 and 73:
DRAFT 1999 2000 2001 2002 2003 2004
Page 74 and 75:
DRAFT Table 3-1 Summary statistics
Page 76 and 77:
DRAFT duration of low flows and the
Page 78 and 79:
DRAFT northern shore of the upper s
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DRAFT 3.7.3.3 Results of FWC qualit
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DRAFT waters. Other species that oc
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DRAFT abundance estimates in number
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DRAFT Crustaceans also increased gr
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DRAFT and possibly even high sulfid
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DRAFT Table 3-2. Number of individu
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DRAFT 3.9 Relationships of Sulphur
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DRAFT 400 1940 1950 1960 1970 1980
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DRAFT Figure 3-11. Time series of p
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DRAFT data collection since the spr
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DRAFT Figure 3-13 HBMP & EPCHC 2000
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DRAFT The 15-minute data from the U
Page 104 and 105:
DRAFT Figure 3-16 illustrates salin
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23 24 28 29 DRAFT Figure 3-18, 3-19
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DRAFT presented in this report. Dis
Page 110 and 111:
DRAFT Figure 3-23 EPCHC Period of R
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4 15 DRAFT 10 11 12 13 14 15 16 17
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DRAFT underway to test the effect o
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DRAFT In general, these studies dem
Page 118 and 119:
DRAFT 3.11 Thermal characteristics
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DRAFT 1991 1992 1993 1994 1995 1996
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DRAFT 3.11.2 Thermal characteristic
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DRAFT 35 35 Median Water Temperatur
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DRAFT February 2002 when there was
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DRAFT Figure 3-32 4 3 2001 2002 200
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DRAFT The effects of removing or re
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DRAFT 4.3 Consideration of seasonal
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DRAFT Lastly, the relationship betw
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DRAFT brackish waters often extend
Page 138 and 139:
DRAFT brackish marsh plants such as
Page 141 and 142:
CHAPTER 5 RESULTS OF THE MINIMUM FL
Page 143 and 144:
DRAFT Table 5-1 includes dates and
Page 145 and 146:
DRAFT Figure 5-2. Location of verti
Page 147 and 148:
DRAFT Experiment Number 5 Experimen
Page 149 and 150:
DRAFT The number of days of record
Page 151 and 152:
DRAFT There were some flow rates ab
Page 153 and 154:
DRAFT Table 5-2 Number of days and
Page 155 and 156:
DRAFT the river do not penetrate th
Page 157 and 158:
DRAFT occurring. The data discussed
Page 159 and 160:
DRAFT Maximum Daily Stage Minimum D
Page 161 and 162:
DRAFT greatest (see Section 3.3.7.4
Page 163 and 164:
DRAFT prevent excessive expansions
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DRAFT Table 5-3. Volumes of water <
Page 167 and 168:
DRAFT Scenarios 6 through 8 in Tabl
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10 23 17 24 25 28 29 DRAFT Figure 1
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8 10 22 22 23 25 28 29 DRAFT Figure
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23 24 25 DRAFT Figure 20 - 21 Eleva
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DRAFT The biological data collected
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DRAFT Water levels dropped below 19
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DRAFT 5.5.2 Methods and description
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DRAFT Figure 5-23. Model domain for
Page 183 and 184:
DRAFT requirements of a thermal ref
Page 185 and 186:
DRAFT Figure Temp 24 (C) Sulphur Sp
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DRAFT 5.5.8 Time series of water te
Page 189 and 190:
DRAFT Figure 27 Temp (C) 22 Sulphur
Page 191 and 192:
DRAFT toward the end of the dry sea
Page 193 and 194:
CHAPTER 6 LITERATURE CITED DRAFT Al
Page 195 and 196:
DRAFT Krebs, C. J. 1999. Ecological
Page 197:
DRAFT Southwest Florida Water Manag
Page 200 and 201:
Sulphur Springs Water Quality 1991-
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
Page 208 and 209:
Page 211:
APPENDIX B (from Chapter 3) Presenc
Page 214 and 215:
Appendix B. Presence of macroinvert
Page 216 and 217:
Appendix B. Presence of macroinvert
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APPENDIX C (CHAPTER 3) SULPHUR SPRI
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Appendix C. Percent composition of
Page 223:
Appendix C. Percent composition of
Page 226 and 227:
APPENDIX D. Percent composition of
Page 228 and 229:
Page 230 and 231:
Page 232 and 233:
Appendix E. Abundance of macroinver
Page 234 and 235:
BARE SAND FILAMENTOUS ALGAE COMBINE
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Page 238 and 239:
Page 241 and 242:
APPENDIX F (from Chapter 3) Summary
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APPENDIX G (from Chapter 5) Daily v
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Experiment Number 4 RUN MEAN RUN MI
Page 252 and 253:
Experiment Number 5
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APPENDIX I (from Chapter 5) Daily v
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04AUG2000 7.1 7.5 1.4 2.9 1.5 . 11.
Page 260 and 261:
14MAR2001 12.0 11.0 1.4 9.3 7.9 1.6
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The Determination of Minimum Flows for Sulphur Springs, Tampa

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