The Determination of Minimum Flows for Sulphur Springs, Tampa

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Fig. 5-7 Fig. 5-8 Fig. 5-9 Fig. 5-10 Fig. 5-11 Fig. 5-12 Fig. 5-13 Fig. 5-14 Fig. 5-15 Fig. 5-16 Fig. 5-17 Fig. 5-18 Fig. 5-19 Fig. 5-20 Fig. 5-21 DRAFT Duration of salinity incursions greater than or equal to 5 ppt or 10 ppt at the data recorder in upper spring run for 1 cfs flow classes from Sulphur Springs............................................................................... 5-15 Relation between 15-minute values for water levels in the Lower Hillsborough River near the mouth of the spring and salinity at the data recorder in the upper spring run ...................................................... 5-17 Relationships between daily mean, maximum, and minimum water levels in the upper spring run and flow from Sulphur Springs pool.................................................................................................. 5-19 Box and whisker plot of daily minimum water levels in the upper spring run in 1 cfs flow classes from Sulphur Springs pool ........................ 5-20 Box and whisker plot of 15 minute salinity measurements at the data recorder at the mouth of the spring run. Data restricted to periods when there was no flow to the lower river from the Hillsborough River reservoir .......................................................................................... 5-22 Two-dimensional plot of salinity distributions for inflows of 0 cfs of springwater at the dam and 31 cfs of springflow at Sulphur Springs ............................................................................................ 5-26 Two-dimensional plot of salinity distributions for inflows of 10 cfs of springwater at the dam and 21 cfs of springflow at Sulphur Springs ............................................................................................ 5-26 Two-dimensional plot of salinity distributions for inflows of 10 cfs of springwater at the dam and 21 cfs of springflow at Sulphur Springs. (Scenario 6)..................................................................................... 5-28 Two-dimensional plot of salinity distributions for inflows of 10 cfs of springwater at the dam and 13 cfs of springflow at Sulphur Springs. (Scenario 7)..................................................................................... 5-28 Two-dimensional plot of salinity distributions for inflows of 10 cfs of springwater at the dam and 10 cfs of springflow at Sulphur Springs. (Scenario 8)..................................................................................... 5-29 Two-dimensional plot of salinity distributions for inflows of 13 cfs of springwater at the dam and 18 cfs of springflow at Sulphur Springs. (Scenario 9)..................................................................................... 5-29 Two-dimensional plot of salinity distributions for inflows of 18 cfs of springwater at the dam and 13 cfs of springflow at Sulphur Springs. (Scenario 10)................................................................................... 5-31 Two-dimensional plot of salinity distributions for inflows of 21 cfs of springwater at the dam and 10 cfs of springflow at Sulphur Springs. (Scenario 11)................................................................................... 5-31 Two-dimensional plot of salinity distributions for inflows of 10 cfs of springwater at the dam and 18 to 10 cfs of springflow at Sulphur Springs, switching when stage in the river goes above or below 0 feet NGVD. (Scenario 12)....................................................................... 5-33 Two-dimensional plot of salinity distributions for inflows of 13 cfs of springwater at the dam and 18 cfs of springflow at Sulphur Springs when levels in river above 0.0 feet; switching to 21 cfs at the dam and 10 cfs at Sulphur Springs when river stage goes below 0 feet NGVD. (Scenarion 13)................................................................................. 5-33 ix
Fig. 5-22 Average daily water levels in the Hillsborough River reservoir for 1988 - 2003 .............................................................................................. 5-36 Fig. 5-23 Model domain for SWFWMD salinity model and temperature model, with grid cell system for SWFWMD salinity model........................... 5-41 Fig. 5-24 Cumulative distribution plots of water temperature in the river cell near the mouth of the spring for the baseline and flow scenarios A, B, and C in the coldest period simulations...................................................... 5-45 Fig. 5-25 Cumulative distribution plots of water temperature in the river cell near the mouth of the spring for the baseline and flow scenarios A, B, and C in the thermal refuge simulations..................................................... 5-46 Fig. 5-26 Time series plots of surface and bottom water temperatures for the baseline and flow scenarios A, B, and C for the coldest period simulations ...................................................................................... 5-48 Fig. 5-27 Time series plots of surface and bottom water temperatures for the baseline and flow scenarios A, B, and C for the thermal refuge simulations ...................................................................................... 5-49 DRAFT x
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 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 24 and 25: CHAPTER 1 PURPOSE AND BACKGROUND OF
Page 26 and 27: DRAFT water, or aquifer, provided t
Page 28: DRAFT one the indicators were the f
Page 31 and 32: DRAFT The spring and its run lie in
Page 33 and 34: DRAFT Figure 2-3. Recent photograph
Page 35 and 36: 2 - 6 DRAFT
Page 37 and 38: DRAFT -5 -4 -3 -2 -1 0 1 2 3 0.4 4
Page 39 and 40: DRAFT 10.0 Yrly_Pumpage.grf 15 Annu
Page 41 and 42: DRAFT 1999 2000 2001 2002 2003 35 D
Page 43 and 44: DRAFT Figure 2-14. Return flow stru
Page 45 and 46: DRAFT 40 Jan. Feb. Mar. Apr. May Ju
Page 47 and 48: DRAFT due to withdrawals for public
Page 49 and 50: DRAFT Figure 2-19 . Temporal trend
Page 51 and 52: DRAFT Figure 2-20. Temporal trends
Page 53: DRAFT In comparison to specific con
Page 57 and 58: DRAFT average daily withdrawals for
Page 59 and 60: DRAFT Figure 2-25. Average specific
Page 61 and 62: DRAFT withdrawal rate of 31 cfs dur
Page 63 and 64: 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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Page 207 and 208:
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Page 213 and 214:
Appendix B. Presence of macroinvert
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Appendix C. Percent composition of
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Appendix C. Percent composition of
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APPENDIX D (from Chapter 3) Percent
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APPENDIX D. Percent composition of
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APPENDIX D. Percent composition of
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APPENDIX E (from Chapter 3) Abundan
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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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The Determination of Minimum Flows for Sulphur Springs, Tampa

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