The Determination of Minimum Flows for Sulphur Springs, Tampa

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Fig. 3-13 Fig. 3-14 Fig. 3-15 Fig. 3-16 Fig. 3-17 Fig. 3-18 Fig. 3-19 Fig. 3-20 Fig. 3-21 Fig. 3-22 Fig.3-23 Fig. 3-24A Fig. 3-24B Fig. 3-24C Fig. 3-24D EPCHC ambient monitoring program and data recorders operated by the USGS ........................................................................................ 3-32 Box and whisker plots of surface and bottom salinity values in two kilometer segments in the Lower Hillsborough River for flow and no flow conditions. Data taken from the HBMP and the EPCHC HIMP programs for 2000 - 2002 ................................................................ 3-34 Box and whisker plots of surface and bottom salinity values at the EPCHC ambient monitoring stations on the Lower Hillsborough River for flow and no flow conditions. Data taken from the period of record at each station ..................................................................................... 3-35 Time series plots of surface and bottom salinity values at four data recorders in the Lower Hillsborough River....................................... 3-37 Two-dimensional plot of salinity distributions for inflows of 0 cfs at the dam and 31 cfs of springflow at Sulphur Springs............................. 3-39 Two-dimensional plot of salinity distributions for inflows of 10 cfs of river water at the dam and 31 cfs of spring water at Sulphur Springs ............................................................................................ 3-39 Two-dimensional plot of salinity distributions for inflows of 60 cfs of river water at the dam and 31 cfs of spring water at Sulphur Springs ............................................................................................ 3-40 Two-dimensional plot of salinity distributions for inflows of 120 cfs of river water at the dam and 31 cfs of spring water at Sulphur Springs ............................................................................................ 3-40 Two-dimensional plot of salinity distributions for inflows of 0 cfs of river water and 10 cfs of spring water at the dam and 21 cfs of springflow at Sulphur Springs............................................................................... 3-41 Two-dimensional plot of salinity distributions for inflows of 0 cfs of river water and 25 cfs of spring water at the dam and 16 cfs of springflow at Sulphur Springs............................................................................... 3-41 Box and whisker plots of surface and bottom dissolved oxygen concentrations in two-kilometer segments in the Lower Hillsborough River for flow and no flow conditions. Data taken from the HBMP and the EPCHC HIMP programs during 2000 - 2002............................. 3-43 Box and whisker plots of surface and bottom dissolved oxygen concentrations for the periods of record at EPCHC ambient monitoring stations on the Lower Hillsborough River for flow and no flow conditions ........................................................................................ 3-44 Longitudinal gradients of surface and bottom salinity and dissolved oxygen concentrations in the lower river between kilometer 10 and the dam for November 21, 1996 and May 20, 2002 .............................. 3-46 Longitudinal gradients of surface and bottom salinity and dissolved oxygen concentrations in the lower river between kilometer 10 and the dam for November 21, 1996 and May 20, 2002 .............................. 3-46 Longitudinal gradients of surface and bottom salinity and dissolved oxygen concentrations in the lower river between kilometer 10 and the dam for May 30, 2003 and February 19, 2003 ................................ 3-47 Longitudinal gradients of surface and bottom salinity and dissolved oxygen concentrations in the lower river between kilometer 10 and the dam for May 30, 2003 and February 19, 2003 ................................ 3-47 vii DRAFT
Fig. 3-25 Fig. 3-26 Fig. 3-27 Fig. 3-28 Fig. 3-29 Fig. 3-30 Fig. 3-31 Fig 3-32 Fig. 3-33 Seasonal temperature variations in Sulphur Springs pool taken from monthly data recorded by the City of Tampa................................... 3-54 Comparison of water temperatures in Sulphur Springs pool and the data recorder in the upper spring run over withdrawals from the spring pool.................................................................................................. 3-55 Comparison of water temperatures in Sulphur Springs pool and the data recorder at the mouth of the spring run over withdrawals from the spring pool....................................................................................... 3-55 Box and whisker plots of monthly water temperatures for the periods of record at four sites monitored by the EPCHC ambient monitoring program (all depths combined)........................................................ 3-57 Monthly median (A) and minimum (B) water temperatures for four sites in the Lower Hillsborough River monitored by the EPCHC ambient monitoring program for 1999 - 2002 (all depths combined) ............ .3-58 Monthly median (A) and minimum (B) water temperatures for four data recorders in the Lower HIllsborough River monitored by the USGS for 2002 ................................................................................................ 3-59 Time series of surface and bottom water temperatures at four data recorders in the Lower Hillsborough River operated by the USGS.. 3-61 Vertical temperature differentials (surface minus bottom) at four data recorders in the Hillsborough River operated by the USGS ............ 3-62 Daily ranges of water temperatures (maximum - minimum) for surface and bottom waters at four data recorders in the Hillsborough River operated by the USGS .................................................................... 3-63 DRAFT Chapter 5 - Results of the Minimum Flows Analysis Fig. 5-1 Average daily flows from Sulphur Springs Pool for November 2001 through June 2002 with reference lines denoting periods of experimental flow releases ................................................................ 5-2 Fig. 5-2 Location of vertical profile stations measured during experimental flow releases............................................................................................. 5-5 Fig. 5-3A-D Box and whisker plots for salinity measurements at 23 stations in the upper and lower spring run for six flow experiments. Data include all salinity values from the water column (top to bottom)........................ 5-6 Fig. 5-3E-F Box and whisker plots for salinity measurements at 23 stations in the upper and lower spring run for six flow experiments. Data include all salinity values from the water column (top to bottom)........................ 5-7 Fig. 5-4 Fig. 5-5 Fig. 5-6 Number of days in 1 cfs flow classes for flows from Sulphur Springs pool.................................................................................................... 5-9 Box and whisker plot of 15 minute salinity measurements at the data recorder in the upper spring run. Data restricted to periods when there was no flow to the lower river from the Hillsborough River reservoir5-10 Percent of 15-minute observations greater than or equal to 5 or 10 ppt at the data recorder in the upper spring run for 1 cfs flow classes from Sulphur Springs............................................................................... 5-14 viii
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 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 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
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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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Page 205 and 206:
Page 207 and 208:
Page 209:
Page 213 and 214:
Appendix B. Presence of macroinvert
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Page 217:
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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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