Weeki Wachee River System Recommended Minimum Flows and ...

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10.3 Appendices – Chapter 4 Appendix 4-1 Tidal Harmonics Regression coefficients for the tide prediction described in Section 4.1 are provided and are based on elapsed hours since 1/1/2001 at Bayport, Florida. REM *********** TIDE HARMONICS ************* REM ******* Bayport_TidePrdct.syc ********** REM ******* Harmonic periods, hrs ********** REM ******* Semidiurnal Periodicity, hrs *** M2 = 12.42 S2 = 12.00 N2 = 12.66 K2 = 11.97 T2 = 12.01 L2 = 12.19 REM ****** Diurnal Periodicity, hrs K1 = 23.93 O1 = 25.82 P1 = 24.07 Q1 = 26.87 M1 = 24.84 J1 = 23.10 REM ***** Add lunar synodic month based on 29.53059*24 Mth= 708.7 REM ***** Add seasonal Yr = 8766 2pi = 2*3.1417 REM ***** Define regression coefficients Bo=0.49625 REM ********* Add Semidiurnal coefficients REM ********* Coefficients for sine / cosine pairs. M2_S = -0.47013067 REM *** M2 regression coef. for sine(elapsed time) M2_C = 0.81657189 REM *** M2 regression coef. for cosine(elapsed time) S2_S = -0.32190687 S2_C = 0.05176407 N2_S = 0.01392475 N2_C = 0.14778310 K2_S = 0.06891806 K2_C = 0.12088384 T2_S = 0.01603469 T2_C = 0.00469044 L2_S = -0.04186755 L2_C = 0.02595982 Rem *********** Diurnal K1_S = 0.40612680 K1_C = 0.30638176 O1_S = 0.18794729 O1_C = 0.42051744 P1_S = -0.05215339 ____________________________________________________________________________________________ Proposed Minimum Flows and Levels for Weeki Wachee River Page 149 of 164 Appendices
P1_C = 0.13085372 Q1_S = -0.05766436 Q1_C = -0.04980391 M1_S = 0.00651543 M1_C = 0.01256147 J1_S = 0.00816081 J1_C = 0.03735435 Rem ****** Monthly MTH_S = 0.00137102 MTH_C = 0.01134091 Rem ******** Annual Yr_S = -0.22646445 Yr_C = -0.18937638 REM REM Let julian=date-DOC(dat(date(,'YYYY'),1,1)+(minute/1440) Let Elap_hrs=Julian*24 Let Mod_HT=Bo+, M2_S*SIN(2pi*ELAP_HRS/M2)+M2_C*COS(2pi*ELAP_HRS/M2)+, S2_S*SIN(2pi*ELAP_HRS/S2)+S2_C*COS(2pi*ELAP_HRS/S2)+, N2_S*SIN(2pi*ELAP_HRS/N2)+N2_C*COS(2pi*ELAP_HRS/N2)+, K2_S*SIN(2pi*ELAP_HRS/K2)+K2_C*COS(2pi*ELAP_HRS/K2)+, T2_S*SIN(2pi*ELAP_HRS/T2)+T2_C*COS(2pi*ELAP_HRS/T2)+, L2_S*SIN(2pi*ELAP_HRS/L2)+L2_C*COS(2pi*ELAP_HRS/L2)+, End K1_S*SIN(2pi*ELAP_HRS/K1)+K1_C*COS(2pi*ELAP_HRS/K1)+, O1_S*SIN(2pi*ELAP_HRS/O1)+O1_C*COS(2pi*ELAP_HRS/O1)+, P1_S*SIN(2pi*ELAP_HRS/P1)+P1_C*COS(2pi*ELAP_HRS/P1)+, Q1_S*SIN(2pi*ELAP_HRS/Q1)+Q1_C*COS(2pi*ELAP_HRS/Q1)+, M1_S*SIN(2pi*ELAP_HRS/M1)+M1_C*COS(2pi*ELAP_HRS/M1)+, J1_S*SIN(2pi*ELAP_HRS/J1)+K1_C*COS(2pi*ELAP_HRS/J1)+, Mth_S*SIN(2pi*ELAP_HRS/Mth)+Mth_C*COS(2pi*ELAP_HRS/Mth)+, Yr_S*SIN(2pi*ELAP_HRS/Yr)+Yr_C*COS(2pi*ELAP_HRS/Yr) ____________________________________________________________________________________________ Proposed Minimum Flows and Levels for Weeki Wachee River Page 150 of 164 Appendices
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Weeki Wachee River System Recommend
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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
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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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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 136 and 137: Culter, J.K. 1986. Water Chemistry.
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 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
Page 186 and 187: Scientific Peer Review of the Propo
Page 188 and 189: Determining a low flow need during
Page 190 and 191: Current state water policy, as expr
Page 192 and 193: Spring, Twin Dees Spring and possib
Page 194 and 195: under varying flow regimes. The fir
Page 196 and 197: Weeki Wachee Rainfall, Springflow a
Page 198 and 199: 6.0 Discharge:Precipitation (cfs/in
Page 200 and 201: Nevertheless, a major concern with
Page 202 and 203: system grid is not totally orthogon
Page 204 and 205: In a hydrodynamic model study, one
Page 206 and 207: analysis was rather cursory. The Di
Page 208 and 209: (taxa) richness in the WWRS. If the
Page 210 and 211: Freshwater Habitats Approximately 1
Page 212 and 213: 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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