The Determination of Minimum Flows for Sulphur Springs, Tampa

More documents

Recommendations

Info

APPENDIX H (from Chapter 5) Time series plots <strong>of</strong> 15-minute data <strong>for</strong> water levels and salinity at continuous recorders in the lower river, the upper spring run, and the spring run mouth during the six experimental releases.
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 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
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
Page 71 and 72:
DRAFT 3.4 Salinity in the spring ru
Page 73 and 74:
DRAFT 1999 2000 2001 2002 2003 2004
Page 75 and 76:
DRAFT pumping events resulted in sa
Page 77 and 78:
DRAFT As discussed in Section 2.5.3
Page 79 and 80:
DRAFT tolerate and are frequently f
Page 81 and 82:
DRAFT Appendix B are color coded to
Page 83 and 84:
DRAFT habitat in the lower river pr
Page 85 and 86:
DRAFT The FWC using a modified stra
Page 87 and 88:
DRAFT increased with a return to no
Page 89 and 90:
DRAFT 2000. The results from three
Page 91 and 92:
DRAFT species (10 to 13) were colle
Page 93 and 94:
DRAFT 1940 1950 1960 1970 1980 1990
Page 95 and 96:
DRAFT . 1000.00 100.00 10.00 1.00 0
Page 97 and 98:
DRAFT 3.9.2 The effects of flows fr
Page 99 and 100:
DRAFT Data from the Tampa Bay Water
Page 101 and 102:
DRAFT EPCHC Period of Record Data L
Page 103 and 104:
DRAFT 35 30 1996 1997 1998 1999 200
Page 105 and 106:
7 DRAFT Elevation (m) 1 0 -1 -2 -3
Page 107 and 108:
8 24 25 29 DRAFT Figure 3-20, 3-21
Page 109 and 110:
DRAFT Figure 3-22 HBMP & EPCHC 2000
Page 111 and 112:
DRAFT of the river between the dam
Page 113 and 114:
DRAFT 10 11 12 13 14 15 16 17 10 11
Page 115 and 116:
DRAFT The HBMP project (PBSJ 2003)
Page 117 and 118:
DRAFT xanthurus) red drum (Sciaenop
Page 119 and 120:
DRAFT as manatees seek fresh water
Page 121 and 122:
1999 2000 2001 2002 DRAFT 35 TmpSS_
Page 123 and 124:
DRAFT Platt Street 1974-2002 Columb
Page 125 and 126:
DRAFT Median and minimum water temp
Page 127 and 128:
DRAFT Figure 3-31 1999 2000 2001 20
Page 129 and 130:
DRAFT Figure 3-33 2001 2002 2003 20
Page 131 and 132:
DRAFT CHAPTER 4 TECHNICAL APPROACH
Page 133 and 134:
DRAFT The sum of these consideratio
Page 135 and 136:
DRAFT It is the conclusion of this
Page 137 and 138:
DRAFT criteria. The
Page 139:
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 192 and 193:
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
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
Page 242 and 243: APPENDIX F - HILLSBOROUGH RIVER TEM
Page 244 and 245: Appendix G Daily values for mean, m
Page 252 and 253: Experiment Number 5
Page 255: APPENDIX I (from Chapter 5) Daily v
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
Page 262 and 263: ----------------------------------
show all

The Determination of Minimum Flows for Sulphur Springs, Tampa

Create successful ePaper yourself

Delete template?

Save as template?