The Determination of Minimum Flows for Sulphur Springs, Tampa

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Acronyms and Definitions DRAFT AMO BOD CDF cfs COB DO EPCHC F F.A.C. F.S. FDEP FMRI FWC GIS HBMP HILLSULPH HIMP K Km LHR LOESS MFLs mg/l mgd MOUTH N n NGVD NO2-N NO3-N NWI P ppt PSU RUN SAS SCS SJRWMD SS SWFWMD SWUCA TBC TBEP TDS Atlantic Multidecadal Oscillation Biochemical Oxygen Demand Cumulative Distribution Function Cubic feet per second Center of Abundance Dissolved oxygen Environmental Protection Commission of Hillsborough County Fluoride Florida Administrative Code Florida Statutes Florida Department of Environmental Protection Florida Marine Research Institute Florida Fish and Wildlife Conservation Commission Geographic Information Service Hydro-Biological Monitoring Plan Hillsborough River at Nebraska; USGS site "Hillsulph" Hillsborough Independent Monitoring Program Potassium Kilometer Lower Hillsborough River (Reach below reservoir) Locally Estimated Scatter plot Smoothing Minimum Flows and Levels Milligrams per liter Million gallons per day Confluence of Sulphur Springs Run and Hillsborough River Nitrogen Sample size National Geodetic Vertical Datum Nitrite Nitrogen Nitrate Nitrogen National Wetlands Inventory Phosphorus parts per thousand Pracatical Salinity Units Sulphur Springs run between pool and Hillsborough River Statistical Analysis System Soil Conservation Service St. Johns River Water Management District Sulphur Springs (Pool) Southwest Florida Water Management District Southern Water Use Caution Area Tampa Bypass Canal Tampa Bay Estuary Program Total Dissolved Solids xi
DRAFT TKN TN TOC TOC TSS UF USDA USFWS USGS Total Kjehldal Nitrogen Total Nitrogen Total Organic Carbon Total Organic Carbon Total Suspended Solids University of Florida United States Department of Agriculture United States Fish and Wildlife Service United States Geological Survey xii
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 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
Page 65 and 66: DRAFT These plots indicate that his
Page 67 and 68:
DRAFT CHAPTER 3 ECOLOGICAL RESOURCE
Page 69 and 70:
DRAFT 3 Run_Riv_Stg.grf Water Surfa
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DRAFT 3.4 Salinity in the spring ru
Page 73 and 74:
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
Page 115 and 116:
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
Page 190 and 191:
DRAFT Similar to the coldest period
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DRAFT 5.7. Consideration of future
Page 194 and 195:
DRAFT Culter, J. 1986. Benthic Inve
Page 196 and 197:
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
Page 215 and 216:
Page 217:
Page 220 and 221:
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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Page 237 and 238:
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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
Page 263:
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