The Determination of Minimum Flows for Sulphur Springs, Tampa

More documents

Recommendations

Info

DRAFT 8 A Gage Height (ft) Daily Pumpage (cfs) 6 4 2 40 30 20 10 0 Conductivity Pumpage Gage Height SSPmp_drwdwn2.grf 3400 3200 3000 2800 2600 Conductivity (umho/cm) 1/27/01 1/29/01 1/31/01 2/2/01 2/4/01 2/6/01 8 Gage Height (ft) Daily Pumpage (cfs) 6 4 2 40 30 20 10 0 SSPmp_drwdwn1.grf Conductivity Pumpage Gage Height 3200 2800 2400 2000 Conductivity (umho/cm) 6/10/01 6/14/01 6/18/01 Figure 2-24. Water level and specific conductance response to withdrawals from the Sulphur Springs Pool for two periods during 2001. 2 - 28
DRAFT Figure 2-25. Average specific conductance values for each day of the year for 2001 and 2002 with a LOESS line fitted to the 2001 data. Sulphur Springs 2001 P um ping vs S pecific C onductance 1000 50 Conductance minus Seasonal Behavior 800 600 400 200 0 -200 Pumping Loess Residuals 45 40 35 30 25 20 15 10 Withdrawals (cfs) -400 5 -600 0 1 31 61 91 121 151 181 211 241 271 301 331 361 Days Figure 2-26. Residual values for conductance vs. day of the year and pumpage from Sulphur Springs for 2001. 2 - 29
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: DRAFT average daily withdrawals for
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 203 and 204:
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
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 235 and 236:
Page 237 and 238:
Page 239:
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 257 and 258:
Appendix I Daily values for minimum
Page 259 and 260:
28FEB2000 9.8 0.0 1.9 9.7 7.8 . 18.
Page 261 and 262:
12FEB2001 14.0 3.5 1.7 4.6 2.9 1.1
Page 263:
----------------------------------
show all

The Determination of Minimum Flows for Sulphur Springs, Tampa

Create successful ePaper yourself

Delete template?

Save as template?