- Page 1: Weeki Wachee River System Recommend
- Page 4 and 5: Conversion Table Metric to U.S. Cus
- Page 6 and 7: 5.2 FISH ..........................
- Page 10 and 11: LIST OF TABLES Table 1-1 Rule-of-Th
- Page 12 and 13: Table 8-1 Summary of Weeki Wachee M
- Page 14 and 15: Executive Summary Minimum Flows and
- Page 16 and 17: CHAPTER 1 - PURPOSE & BACKGROUND OF
- Page 18 and 19: 1) flood flows that determine the b
- Page 20 and 21: the area." What constitutes "signif
- Page 22 and 23: Table 1-1 Rule-of-Thumb Estimates f
- Page 24 and 25: this report identifies specific res
- Page 26 and 27: 1.6 Content of Remaining Chapters I
- Page 28 and 29: CHAPTER 2 - WATERSHED CHARACTERISTI
- Page 30 and 31: # # # circular vent 1.8 meters in d
- Page 32 and 33: Figure 2-5 1970s Aerial with 1999 U
- Page 34 and 35: is a variation of the Seminole word
- Page 36 and 37: Figure 2-6 Hurricane Tracks near Ba
- Page 38 and 39: varied by period. The variation was
- Page 40 and 41: 2.3.2 Baseline Period Figure 2-10 i
- Page 42 and 43: found (ktau p=0.06) between total g
- Page 44 and 45: similarly across the springsheds ex
- Page 46 and 47: Figure 2-15 Wavelet Filtered Discha
- Page 48 and 49: Figure 2-16 INTB Groundwater Model
- Page 50 and 51: 2.6 Seasonal Blocks As described in
- Page 52 and 53: Table 2-6 Median (cfs) Flow by Bloc
- Page 54 and 55: # # # Surface waters in this stretc
- Page 56 and 57: 3.1.3 Segmentation Segmentation was
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Figure 3-5 Dominant SAV and Median
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Figure 3-6 Sediment Characteristics
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Figure 3-7 Shoreline / Buffer Veget
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CHAPTER 4 - TIDE, SALINITY & WATER
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Two additional harmonic pairs were
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Figure 4-5. Median Bottom Salinity
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Figure 4-7 Salinity Range (1984-200
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uncovering in response to strong wi
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E) Salinity = β o + β 1 *Flow 2 +
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Additional exploratory attempts usi
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86 = 186 cfs, SWFWMD 1994-96 = 167
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A regression of the form below was
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Table 4-8 Median Water Quality of W
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Figure 4-10 Nitrate Concentration a
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CHAPTER 5 - BIOLOGICAL CHARACTERIST
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Figure 5-1 Principal Component Anal
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measured volume sampled which was t
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5.2.2 Relation to inflow Response t
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Table 5-7 Location Response (km u )
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Table 5-9 Abundance Response to Inf
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animals can survive chronic exposur
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Figure 5-3 Number of Aerial Manatee
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Figure 5-5(a) Molluscan Presence /
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Table 5-11 Rank Order of Mollusc Ab
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Figure 5-5 Polymesoda caroliniana A
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Figure 6-1 Plankton Tow Flows Compa
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In application, a baseline area and
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6.1.4 Benthos Protection for benthi
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Figure 6-3. Location of the Three P
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7.2 Manatee Approach Establishing a
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Figure 7-2 Joint Probability of Occ
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Figure 7-3 Maximum Day Manatee Usag
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Figure 7- 6 Example Calculations fo
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Figure 7- 7 Estimation of Flow Redu
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Figure 7-8. Summary Results for the
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The reductions in flow that meet th
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probably accounts in part for the d
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Postel, S. and B.Richter. 2003. Riv
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Stanford, J.A., J.V.Ward, W.J. Liss
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Culter, J.K. 1986. Water Chemistry.
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CHAPTER 10 - APPENDICES 10.1 Append
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The wavelet used is the symmlets wa
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explains, the energy plot shows the
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0 if no significant withdrawal Z =
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One advantage of using this regress
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Technical Memorandum January 22, 20
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Lecanto 1 & 2 #S Well Site Descript
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Figure 4. HSPF subbasins in the INT
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Most of the limestone mines located
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3.1.3 Septic Tank Recharge in the S
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Figure 10. Groundwater grid in the
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Basso, R.J., 2004, Hydrogeologic Se
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10.2 Appendices - Chapter 3 Appendi
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10.3 Appendices - Chapter 4 Appendi
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Appendix 4-2 Data Sources Water qua
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Appendix 4-3 Water Quality Trend Gr
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Water Quality Trend Graphics, conti
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Water Quality Trend Graphics, conti
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Water Quality Trend Graphics, conti
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Water Quality Trend Graphics, conti
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Water Quality Trend Graphics, conti
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United States Department of the Int
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October 8,2008 Florida Fish and Wil
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Martin Kelly, Ph.D. Page 3 October
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Scientific Peer Review of the Propo
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Determining a low flow need during
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Current state water policy, as expr
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Spring, Twin Dees Spring and possib
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under varying flow regimes. The fir
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Weeki Wachee Rainfall, Springflow a
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6.0 Discharge:Precipitation (cfs/in
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Nevertheless, a major concern with
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system grid is not totally orthogon
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In a hydrodynamic model study, one
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analysis was rather cursory. The Di
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(taxa) richness in the WWRS. If the
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Freshwater Habitats Approximately 1
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ERRATA and EDITORIAL COMMENTS Page
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Page Paragraph Line Comment 14 Some
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Page Paragraph Line Comment 21 The
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Page Paragraph Line Comment 26 The
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REFERENCES Alber, M. 2002. A Concep
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Richter, B. D., J. V. Baumgartner,
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the regression equation used to pre
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and the three independent approache
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The Southwest Florida Water Managem
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the model in terms of tides, salini
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Attachment 1 - Comparison of salini
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Figure 1. Predicted drawdown (feet)