Weeki Wachee River System Recommended Minimum Flows and ...

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Culter, J.K. 1986. Water Chemistry. Volume II in a Series: A Data collection program for selected coastal estuaries in Hernando, Citrus and Levy Counties, Florida. Prepared for SWFWMD Brooksville, Fl by Mote Marine Laboratory. October, 1986. Estevez, E.D. 2005 Mollusc surveys of the Weeki Wachee and Mud Rivers. A letter report prepared for Southwest Florida Water Management District. June 19, 2005. Janicki Environmental. 2006. Analysis of benthic community structure and its application to MFL development in the Weeki Wachee and Chassahowitzka Rivers. Prepared for Southwest Florida Water Management District by Janicki Environmental, Inc. Laist, D.W. and J.E.Reynolds.III. 2005. Florida Manatees, Warm-water refuges, and an uncertain future. Coastal Management. 33: 279-295. Matheson, R.E., Jr., E.B. Peebles, S.E. Burghart, T.C. MacDonald, M.F.D Greenwood and R.H. McMichael, Jr. 2005. Freshwater inflow effects on fishes and invertebrates in the Weeki Wachee River estuary. Prepared for Southwest Florida Water Management District by Florida Fish and Wildlife Conservation Commission and University of South Florida. Montagna,P. 2006. A Multivariate statistical analysis of relationships between freshwater inflows and mollusk distributions in tidal rivers in southwest Florida. Prepared for Southwest Florida Water Management District. December 2006. Rouhani, S. P. Sucsy, G. Hall, W. Osburn and M. Wild. 2006. Analysis of Blue Spring discharge data to determine a minimum flow regime. Prepared for St. Johns River Water Management District by NewFields Companies, LLC. July 2006 Worthy, G.A.J. 2003. Peer Review Assessment of the manatee habitat components of "Analysis of Blue Springs Discharge Data for Determining Minimum Flows to Protect Manatee Habitat". January 2, 2003. 9.6 Literature Cited - Chapter 6 Batiuk, R. A., R. J. Orth, K. A. Moore, W. C. Dennison, J. C. Stevenson, L. W. Staver, V. Carter, N. B. Rybicki, R. E. Hickman, S. Kollar, S. Bieber, and P. Heasly. 1992. Chesapeake Bay Submerged Aquatic Vegetation Habitat Requirements and Restoration Targets: A Technical Synthesis. Chesapeake Bay Program, Annapolis, MD., CBP/TRS 83/92, Contract No. 68-WO-0043. 248 pp. Kelly, M., A. Munson, J. Morales and D. Leeper. 2005a. Alafia River Minimum Flows and Levels – Freshwater Segment. Prepared by Ecologic Evaluation Section / Souhwest Florida Water Management District. November, 2005. ____________________________________________________________________________________________ Proposed Minimum Flows and Levels for Weeki Wachee River Literature Cited Page 122 of 164
Kelly, M., A. Munson, J. Morales and D. Leeper. 2005b. Proposed Minimum Flows and Levels for the Upper Segment of the Myakka River, from Myakka City to SR 72. Prepared by Ecologic Evaluation Section / Souhwest Florida Water Management District. November, 2005. Kelly, M., A. Munson, J. Morales and D. Leeper. 2005c. Proposed Minimum Flows and Levels for the Middle Segment of the Peace River, from Zolfo Springs to Arcadia. Prepared by Ecologic Evaluation Section / Souhwest Florida Water Management District. October, 2005. Kelly, M., A. Munson, J. Morales and D. Leeper. 2007b. Proposed Minimum Flows and Levels for the Upper Segment of the Braden River, from Linger Lodge to Lorraine Road Prepared by Ecologic Evaluation Section / Southwest Florida Water Management District. Peer Review Draft May 18, 2007. Kelly, M.H. 2004. Florida River Flow Patterns and the Atlantic Multidecadal Oscillation. Prepared by Ecologic Evaluation Section / Southwest Florida Water Management District. August 10, 2004 Draft. Munson, A., Kelly, M., J. Morales and D. Leeper. 2007a. Proposed Minimum Flows and Levels for the Upper Segment of the Hillsborough River, from Crystal Springs to Morris Bridge, and Crystal Springs Prepared by Ecologic Evaluation Section / Southwest Florida Water Management District. Peer Review Draft January 30, 2007. SWFWMD 2002. Upper Peace River. An Analysis of Minimum Flows and Level. Prepared by Ecologic Evaluation Section / Southwest Florida Water Management District. August 25, 2002 Draft. 9.7 Literature Cited - Chapter 7 ATM, 2007. Impacts of Withdrawals on the Thermal Regime of the Weeki Wachee River. Prepared for Southwest Florida Water Management District. Draft April 2007. Rouhani, S. P. Sucsy, G. Hall, W. Osburn and M. Wild. 2006. Analysis of Blue Spring discharge data to determine a minimum flow regime. Prepared for St. Johns River Water Management District by NewFields Companies, LLC. July 2006 ____________________________________________________________________________________________ Proposed Minimum Flows and Levels for Weeki Wachee River Literature Cited Page 123 of 164
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Weeki Wachee River System Recommend
Page 4 and 5:
Conversion Table Metric to U.S. Cus
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5.2 FISH ..........................
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Figure 3-2 Location of Bathymetric
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LIST OF TABLES Table 1-1 Rule-of-Th
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Table 8-1 Summary of Weeki Wachee M
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Executive Summary Minimum Flows and
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CHAPTER 1 - PURPOSE & BACKGROUND OF
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1) flood flows that determine the b
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the area." What constitutes "signif
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Table 1-1 Rule-of-Thumb Estimates f
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this report identifies specific res
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1.6 Content of Remaining Chapters I
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CHAPTER 2 - WATERSHED CHARACTERISTI
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# # # circular vent 1.8 meters in d
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Figure 2-5 1970s Aerial with 1999 U
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is a variation of the Seminole word
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Figure 2-6 Hurricane Tracks near Ba
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varied by period. The variation was
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2.3.2 Baseline Period Figure 2-10 i
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found (ktau p=0.06) between total g
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similarly across the springsheds ex
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Figure 2-15 Wavelet Filtered Discha
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Figure 2-16 INTB Groundwater Model
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2.6 Seasonal Blocks As described in
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Table 2-6 Median (cfs) Flow by Bloc
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# # # Surface waters in this stretc
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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
Page 86 and 87: CHAPTER 5 - BIOLOGICAL CHARACTERIST
Page 88 and 89: Figure 5-1 Principal Component Anal
Page 90 and 91: measured volume sampled which was t
Page 92 and 93: 5.2.2 Relation to inflow Response t
Page 94 and 95: Table 5-7 Location Response (km u )
Page 96 and 97: Table 5-9 Abundance Response to Inf
Page 98 and 99: animals can survive chronic exposur
Page 100 and 101: Figure 5-3 Number of Aerial Manatee
Page 102 and 103: Figure 5-5(a) Molluscan Presence /
Page 104 and 105: Table 5-11 Rank Order of Mollusc Ab
Page 106 and 107: Figure 5-5 Polymesoda caroliniana A
Page 108 and 109: Figure 6-1 Plankton Tow Flows Compa
Page 110 and 111: In application, a baseline area and
Page 112 and 113: 6.1.4 Benthos Protection for benthi
Page 114 and 115: Figure 6-3. Location of the Three P
Page 116 and 117: 7.2 Manatee Approach Establishing a
Page 118 and 119: Figure 7-2 Joint Probability of Occ
Page 120 and 121: Figure 7-3 Maximum Day Manatee Usag
Page 122 and 123: Figure 7- 6 Example Calculations fo
Page 124 and 125: Figure 7- 7 Estimation of Flow Redu
Page 126 and 127: Figure 7-8. Summary Results for the
Page 128 and 129: The reductions in flow that meet th
Page 130 and 131: probably accounts in part for the d
Page 132 and 133: Postel, S. and B.Richter. 2003. Riv
Page 134 and 135: Stanford, J.A., J.V.Ward, W.J. Liss
Page 138 and 139: CHAPTER 10 - APPENDICES 10.1 Append
Page 140 and 141: The wavelet used is the symmlets wa
Page 142 and 143: explains, the energy plot shows the
Page 144 and 145: 0 if no significant withdrawal Z =
Page 146 and 147: One advantage of using this regress
Page 148 and 149: Technical Memorandum January 22, 20
Page 150 and 151: Lecanto 1 & 2 #S Well Site Descript
Page 152 and 153: Figure 4. HSPF subbasins in the INT
Page 154 and 155: Most of the limestone mines located
Page 156 and 157: 3.1.3 Septic Tank Recharge in the S
Page 158 and 159: Figure 10. Groundwater grid in the
Page 160 and 161: Basso, R.J., 2004, Hydrogeologic Se
Page 162 and 163: 10.2 Appendices - Chapter 3 Appendi
Page 164 and 165: 10.3 Appendices - Chapter 4 Appendi
Page 166 and 167: Appendix 4-2 Data Sources Water qua
Page 168 and 169: Appendix 4-3 Water Quality Trend Gr
Page 170 and 171: Water Quality Trend Graphics, conti
Page 180 and 181: United States Department of the Int
Page 182 and 183: October 8,2008 Florida Fish and Wil
Page 184 and 185: 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)
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