The Determination of Minimum Flows for Sulphur Springs, Tampa

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DRAFT 5.7. Consideration of future modifications to the structure at Sulphur Springs Run This report, and the data relied upon for its analysis, are based on the existing configuration of the structure that separates the upper and lower spring run. However, there is a possibility that modification of this structure could provide additional protection from salinity incursions into the upper spring run, while providing for low salinity habitats and a thermal refuge in the Lower Hillsborough River. Further analysis of potential modifications to the existing structure on Sulphur Springs Run may provide an alternative to the minimum flows recommended in this report. 5 - 52
CHAPTER 6 LITERATURE CITED DRAFT Allen, M. D. Murie, and G. Warren. 2001. An evaluation of fish and invertebrate communities in Sulphur Springs, Florida, during a period of water diversion. Report prepared by the University of Florida Department of Fisheries and Aquatic Sciences and the Florida Fish and Wildlife Conservation Commission for the Southwest Florida Water Management District. Brooksville, FL. Anonymous. 1959. Symposium on the classification of brackish waters. Venice 8-14 th 1958. Archivio di Oceanografia e Limnologia Volume 11. Berner, L. and M. L. Pescador. 1988. The Mayflies of Florida. University Press of Florida. Gainesville, FL. Bulger, A. J., B. J. Hayden, M. E. Monaco, D. M. Nelson, M. McCormick-Ray. Biologally based estuarine salinity zones derived from a multivariate analysis. Estuaries 16(2):311-322. Clewell, A. F., M. S. Flannery, S. Janicki, R. D. Eisenwerth, and R. T. Montgomery. 2002. An analysis of vegetation-salinity relationships in seven tidal rivers on the coast of west-central Florida. Technical report of the Southwest Florida Water Management District. Brooksville, FL. Clewell, A. F., R. S. Beaman, C. L. Coultas, and M. E. Lasley. 2000. Suwannee River tidal marsh vegetation and its response to external variables and endogenous community processes. Report prepared by A. F. Clewell, Inc. for the Suwannee River Water Management District. Live Oak, Florida. Chen, X. C., M. S. Flannery, and D.L. Moore. 2000. Response times of salinity in relation to changes in freshwater inflows in the Hillsborough River, Florida. Estuaries 23:735-742. Coastal Environmental. 1997. An analysis of the effects of freshwater inflows on salinity distributions, dissolved oxygen concentrations, and habitat characteristics of the Hillsborough and the Palm River/Tampa Bypass Canal. Report prepared for the Tampa Bay Estuary Program. St. Petersburg, FL. Cole T. M. and S.A. Wells. 2000. CE-QUAL-W2: A two dimensional, laterally averaged hydrodynamic and water quality model, Version 3.0. Instruction Report EL-2000. U.S. Army Engineering and Development Center, Vicksburg, MS. 6 - 1
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The Determination of Minimum Flows
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DRAFT TABLE OF CONTENTS List of Tab
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4.5 Goal 1 - Minimize the incursion
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DRAFT LIST OF FIGURES Chapter 2 - P
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Fig. 3-13 Fig. 3-14 Fig. 3-15 Fig.
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Fig. 5-7 Fig. 5-8 Fig. 5-9 Fig. 5-1
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Acronyms and Definitions DRAFT AMO
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DRAFT Executive Summary The Southwe
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DRAFT below 19 feet NGVD of 1929. T
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CHAPTER 1 PURPOSE AND BACKGROUND OF
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DRAFT water, or aquifer, provided t
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DRAFT one the indicators were the f
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DRAFT The spring and its run lie in
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DRAFT Figure 2-3. Recent photograph
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2 - 6 DRAFT
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DRAFT -5 -4 -3 -2 -1 0 1 2 3 0.4 4
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DRAFT 10.0 Yrly_Pumpage.grf 15 Annu
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DRAFT 1999 2000 2001 2002 2003 35 D
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DRAFT Figure 2-14. Return flow stru
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DRAFT 40 Jan. Feb. Mar. Apr. May Ju
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DRAFT due to withdrawals for public
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DRAFT Figure 2-19 . Temporal trend
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DRAFT Figure 2-20. Temporal trends
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DRAFT In comparison to specific con
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DRAFT average daily withdrawals for
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DRAFT Figure 2-25. Average specific
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DRAFT withdrawal rate of 31 cfs dur
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DRAFT Table 2-2. Sulphur Springs su
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DRAFT These plots indicate that his
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DRAFT CHAPTER 3 ECOLOGICAL RESOURCE
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DRAFT 3 Run_Riv_Stg.grf Water Surfa
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DRAFT 3.4 Salinity in the spring ru
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DRAFT 1999 2000 2001 2002 2003 2004
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DRAFT pumping events resulted in sa
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DRAFT As discussed in Section 2.5.3
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DRAFT tolerate and are frequently f
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DRAFT Appendix B are color coded to
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DRAFT habitat in the lower river pr
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DRAFT The FWC using a modified stra
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DRAFT increased with a return to no
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DRAFT 2000. The results from three
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DRAFT species (10 to 13) were colle
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DRAFT 1940 1950 1960 1970 1980 1990
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DRAFT . 1000.00 100.00 10.00 1.00 0
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DRAFT 3.9.2 The effects of flows fr
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DRAFT Data from the Tampa Bay Water
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DRAFT EPCHC Period of Record Data L
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DRAFT 35 30 1996 1997 1998 1999 200
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7 DRAFT Elevation (m) 1 0 -1 -2 -3
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8 24 25 29 DRAFT Figure 3-20, 3-21
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DRAFT Figure 3-22 HBMP & EPCHC 2000
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DRAFT of the river between the dam
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DRAFT 10 11 12 13 14 15 16 17 10 11
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DRAFT The HBMP project (PBSJ 2003)
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DRAFT xanthurus) red drum (Sciaenop
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DRAFT as manatees seek fresh water
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1999 2000 2001 2002 DRAFT 35 TmpSS_
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DRAFT Platt Street 1974-2002 Columb
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DRAFT Median and minimum water temp
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DRAFT Figure 3-31 1999 2000 2001 20
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DRAFT Figure 3-33 2001 2002 2003 20
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DRAFT CHAPTER 4 TECHNICAL APPROACH
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DRAFT The sum of these consideratio
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DRAFT It is the conclusion of this
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DRAFT criteria. The
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DRAFT reach of the river 50 meters
Page 142 and 143: DRAFT of the dam. The experiments w
Page 144 and 145: DRAFT Salinity incursions above the
Page 146 and 147: DRAFT Figure 5-3. A - D. Box and wh
Page 148 and 149: DRAFT The results of the vertical p
Page 150 and 151: DRAFT Sulphur Springs < 33 cfs, Hil
Page 152 and 153: DRAFT Other breakpoints in the data
Page 154 and 155: DRAFT 40 Percent of Observations -
Page 156 and 157: DRAFT It is possible that infrequen
Page 158 and 159: DRAFT The effects of tide stage on
Page 160 and 161: DRAFT medians rise to near -0.2 fee
Page 162 and 163: DRAFT Sulphur Springs < 33 cfs, Hil
Page 164 and 165: DRAFT Sulphur Springs on salinity d
Page 166 and 167: 7 29 DRAFT Elevation (m) 0/0cfs 1 0
Page 168 and 169: 23 24 24 25 25 29 DRAFT Figures 14,
Page 170 and 171: DRAFT Viewed strictly from the infl
Page 172 and 173: DRAFT water removed would fluctuate
Page 174 and 175: DRAFT euryhaline, there were also m
Page 176 and 177: DRAFT 01/90 01/93 01/96 01/99 01/02
Page 178 and 179: DRAFT the intent of that condition
Page 180 and 181: DRAFT included inflows to the model
Page 182 and 183: DRAFT Flows for Sulphur Springs wer
Page 184 and 185: DRAFT ∆T represents the differenc
Page 186 and 187: DRAFT Figure 25 Temp (C) 22 Histori
Page 188 and 189: DRAFT Figure 26 Temp (C) 24 22 Hist
Page 190 and 191: DRAFT Similar to the coldest period
Page 194 and 195: DRAFT Culter, J. 1986. Benthic Inve
Page 196 and 197: DRAFT Shafland, P. L. and K. J. Foo
Page 199 and 200: APPENDIX A (from Chapter 2) Time se
Page 201 and 202: Sulphur Springs Water Quality 1991-
Page 209: Sulphur Springs Water Quality 1991-
Page 213 and 214: Appendix B. Presence of macroinvert
Page 215 and 216: Appendix B. Presence of macroinvert
Page 217: Appendix B. Presence of macroinvert
Page 220 and 221: Appendix C. Percent composition of
Page 222 and 223: Appendix C. Percent composition of
Page 225 and 226: APPENDIX D (from Chapter 3) Percent
Page 227 and 228: APPENDIX D. Percent composition of
Page 229 and 230: APPENDIX D. Percent composition of
Page 231 and 232: APPENDIX E (from Chapter 3) Abundan
Page 233 and 234: BARE SAND FILAMENTOUS ALGAE COMBINE
Page 239: BARE SAND FILAMENTOUS ALGAE COMBINE
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APPENDIX F - HILLSBOROUGH RIVER TEM
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Appendix G Daily values for mean, m
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APPENDIX H (from Chapter 5) Time se
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Experiment Number 6
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Appendix I Daily values for minimum
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28FEB2000 9.8 0.0 1.9 9.7 7.8 . 18.
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12FEB2001 14.0 3.5 1.7 4.6 2.9 1.1
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