The Determination of Minimum Flows for Sulphur Springs, Tampa

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Appendix I Daily values for minimum and maximum salinity at the Sulphur Springs Run recorder and daily values for daily maximum stage and salinity at the Hillsborough River near Sulphur Springs recorder. All values listed for 1 cfs flow classes between 5 and 20 cfs from Sulphur Springs pool. Salinity difference is the daily maximum salinity minus the daily minimum salinity. Difference values greater than 1.5 ppt highlighted in bold. Records for maximum river stage values begin October 1, 2000. ----------------------------------- FLOW CLASS (CFS)=5 ---------------------------------- RUN MIN RUN MAX SALINITY RIVER MAX RIVER MAX SPRINGFLOW PRECEDING SALINITY SALINITY DIFFERENCE STAGE (FT. SALINITY Date (CFS) DAY FLOW (PPT) (PPT) (PPT) NGVD) (PPT) 09JUN1999 5.1 0.0 1.1 9.1 8.0 . . 29MAR2000 5.5 17.0 1.6 8.0 6.4 . 20.2 04APR2000 4.8 0.0 1.7 17.0 15.3 . 16.7 06APR2000 4.8 14.0 1.5 11.6 10.1 . 14.8 11APR2000 5.0 9.1 1.5 13.5 12.0 . 17.4 25JUL2000 4.6 3.7 1.5 5.9 4.4 . 14.4 29JUL2000 5.4 4.2 0.9 12.3 11.4 . 15.8 31JUL2000 5.4 5.8 1.6 11.8 10.2 . 15.8 22MAR2001 4.7 9.7 1.3 5.5 4.2 1.1 18.2 29MAR2001 5.1 13.0 1.2 10.3 9.1 2.5 15.5 29MAY2001 5.5 3.5 1.4 13.6 12.2 1.7 20.1 12MAY2002 5.4 2.5 1.1 5.2 4.1 2.3 16.4 ----------------------------------- FLOW CLASS (CFS)=6 ---------------------------------- RUN MIN RUN MAX SALINITY RIVER MAX RIVER MAX SPRINGFLOW PRECEDING SALINITY SALINITY DIFFERENCE STAGE (FT. SALINITY Date (CFS) DAY FLOW (PPT) (PPT) (PPT) NGVD) (PPT) 27MAR2000 5.8 0.0 1.9 14.0 12.1 . 19.1 09MAY2000 6.2 0.0 1.6 15.6 14.1 . 18.8 30JUL2000 5.8 5.4 1.1 11.2 10.1 . 16.1 07MAY2001 6.0 3.5 1.5 14.7 13.3 1.7 18.9 17MAY2001 6.3 11.0 1.1 5.5 4.4 1.2 24.4 18MAY2001 6.3 6.3 1.1 7.2 6.1 1.3 24.8 24MAY2001 5.7 9.4 1.0 10.7 9.6 2.0 20.9 24JUN2002 5.6 2.5 1.0 3.9 2.9 3.2 13.3 ----------------------------------- FLOW CLASS (CFS)=7 ---------------------------------- RUN MIN RUN MAX SALINITY RIVER MAX RIVER MAX SPRINGFLOW PRECEDING SALINITY SALINITY DIFFERENCE STAGE (FT. SALINITY Date (CFS) DAY FLOW (PPT) (PPT) (PPT) NGVD) (PPT) 07JUN1999 7.1 19.0 1.0 6.2 5.2 . . 24APR2000 6.8 0.0 2.2 15.5 13.3 . 18.2 10MAY2000 6.9 6.2 1.3 12.9 11.6 . 19.3 01AUG2000 7.4 5.4 1.4 4.1 2.7 . 9.9 02AUG2000 7.2 7.4 1.4 5.4 4.0 . 8.8 03AUG2000 7.5 7.2 1.3 3.7 2.3 . 9.5 Appendix I Page 1 of 7
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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
Page 10 and 11:
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
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DRAFT of the dam. The experiments w
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DRAFT Salinity incursions above the
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DRAFT Figure 5-3. A - D. Box and wh
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DRAFT The results of the vertical p
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DRAFT Sulphur Springs < 33 cfs, Hil
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DRAFT Other breakpoints in the data
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DRAFT 40 Percent of Observations -
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DRAFT It is possible that infrequen
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DRAFT The effects of tide stage on
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DRAFT medians rise to near -0.2 fee
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DRAFT Sulphur Springs < 33 cfs, Hil
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DRAFT Sulphur Springs on salinity d
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7 29 DRAFT Elevation (m) 0/0cfs 1 0
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23 24 24 25 25 29 DRAFT Figures 14,
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DRAFT Viewed strictly from the infl
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DRAFT water removed would fluctuate
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DRAFT euryhaline, there were also m
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DRAFT 01/90 01/93 01/96 01/99 01/02
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DRAFT the intent of that condition
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DRAFT included inflows to the model
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DRAFT Flows for Sulphur Springs wer
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DRAFT ∆T represents the differenc
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DRAFT Figure 25 Temp (C) 22 Histori
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DRAFT Figure 26 Temp (C) 24 22 Hist
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DRAFT Similar to the coldest period
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DRAFT 5.7. Consideration of future
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DRAFT Culter, J. 1986. Benthic Inve
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DRAFT Shafland, P. L. and K. J. Foo
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APPENDIX A (from Chapter 2) Time se
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Sulphur Springs Water Quality 1991-
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Sulphur Springs Water Quality 1991-
Page 205 and 206: Sulphur Springs Water Quality 1991-
Page 207 and 208: 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
Page 242 and 243: APPENDIX F - HILLSBOROUGH RIVER TEM
Page 244 and 245: Appendix G Daily values for mean, m
Page 247: APPENDIX H (from Chapter 5) Time se
Page 253: Experiment Number 6
Page 258 and 259: 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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