The Determination of Minimum Flows for Sulphur Springs, Tampa
The Determination of Minimum Flows for Sulphur Springs, Tampa The Determination of Minimum Flows for Sulphur Springs, Tampa
Sulphur Springs Water Quality 1991-2002 (City of Tampa) [The following parameters are displayed both as log and unlogged results with LOWESS Smoother for visual exploratory analysis.] 28 Temp 9 pH 26 8 C 24 SU 7 22 20 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 6 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 Cl 6000 Cl 5000 1000 4000 mg/l mg/l 3000 2000 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 1000 0 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 Appendix A Page 1 of 10
Sulphur Springs Water Quality 1991-2002 (City of Tampa) [The following parameters are displayed both as log and unlogged results with LOWESS Smoother for visual exploratory analysis.] TDS 5000 TDS 4000 3000 mg/l mg/l 1000 2000 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 1000 0 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 SO4 1500 SO4 1000 1000 mg/l mg/l 500 100 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 0 1990 1991 1992 1993 1994 1995 1996 1997 Year 1998 1999 2000 2001 2002 2003 Appendix A Page 2 of 10
- 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: APPENDIX A (from Chapter 2) Time se
- Page 203 and 204: Sulphur Springs Water Quality 1991-
- Page 205 and 206: Sulphur Springs Water Quality 1991-
- Page 207 and 208: 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 235 and 236: BARE SAND FILAMENTOUS ALGAE COMBINE
- Page 237 and 238: 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 247: APPENDIX H (from Chapter 5) Time se
<strong>Sulphur</strong> <strong>Springs</strong> Water Quality 1991-2002<br />
(City <strong>of</strong> <strong>Tampa</strong>)<br />
[<strong>The</strong> following parameters are displayed both as log and unlogged results with LOWESS Smoother <strong>for</strong> visual exploratory analysis.]<br />
TDS<br />
5000<br />
TDS<br />
4000<br />
3000<br />
mg/l<br />
mg/l<br />
1000<br />
2000<br />
1990<br />
1991<br />
1992<br />
1993<br />
1994<br />
1995<br />
1996<br />
1997<br />
Year<br />
1998<br />
1999<br />
2000<br />
2001<br />
2002<br />
2003<br />
1000<br />
0<br />
1990<br />
1991<br />
1992<br />
1993<br />
1994<br />
1995<br />
1996<br />
1997<br />
Year<br />
1998<br />
1999<br />
2000<br />
2001<br />
2002<br />
2003<br />
SO4<br />
1500<br />
SO4<br />
1000<br />
1000<br />
mg/l<br />
mg/l<br />
500<br />
100<br />
1990<br />
1991<br />
1992<br />
1993<br />
1994<br />
1995<br />
1996<br />
1997<br />
Year<br />
1998<br />
1999<br />
2000<br />
2001<br />
2002<br />
2003<br />
0<br />
1990<br />
1991<br />
1992<br />
1993<br />
1994<br />
1995<br />
1996<br />
1997<br />
Year<br />
1998<br />
1999<br />
2000<br />
2001<br />
2002<br />
2003<br />
Appendix A Page 2 <strong>of</strong> 10
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