Alafia River Minimum Flows and Levels - Southwest Florida Water ...

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Table 2-9. Results of Kendall's tau analysis on residuals (from various water quality parameters regressed against flow) versus time. Yellow shading indicates a statistically significant decreasing trend; blue shading indicates a statistically significant increasing trend. ALAFIA AT LITHIA Parameter Residual Residual Median n p Value intercept slope Conductance -15.5800 250 0.0000 408.3210 -0.01459 Dissolved Oxygen -0.0570 194 0.5140 0.6278 -0.00002 pH -0.0043 234 0.0000 -2.7960 0.00010 NOx -0.0079 186 0.0168 1.0721 -0.00004 Phosphorus -0.4750 249 0.0000 22.0165 -0.00064 Hardness -5.7500 118 0.0131 79.6733 -0.00314 Calcium -0.4370 188 0.0000 41.1177 -0.00132 Magnesium 0.0210 188 0.0295 2.2041 -0.00007 Sodium -1.0410 187 0.2962 4.4662 -0.00188 Potassium 0.0583 188 0.0000 -3.3258 0.00012 Chloride -0.0300 195 0.0000 27.9862 -0.00095 Sulfate -2.6600 188 0.0000 101.0630 -0.00354 Fluoride -0.3910 191 0.0000 12.6430 -0.00045 Iron -0.9400 131 0.0000 -156.5600 0.00527 2-79
Table 2-10. Results of Kendall's tau analysis on residuals (from various water quality parameters regressed against flow) versus time. Yellow shading indicates a statistically significant decreasing trend; blue shading indicates a statistically significant increasing trend. WITHLACOOCHEE RIVER AT HOLDER Parameter Residual Residual Median n p Value intercept slope Conductance -2.8100 269 0.67368 -8.56307 0.00020 Dissolved Oxygen -0.0530 170 0.23039 1.51387 -0.00005 pH -0.0124 249 0.39982 0.09717 0.00000 NOx -0.0006 205 0.30559 0.03173 -0.00001 Phosphorus 0.0008 168 0.00289 -0.04168 0.00000 Hardness -1.9200 185 0.23975 8.70238 0.00270 Calcium -0.4120 214 0.62894 0.76156 -0.00004 Chloride 0.0870 228 0.00000 -2.76800 0.00010 Fluoride -0.0287 207 0.43782 -0.03258 0.00000 Iron -2.6000 155 0.00000 -118.59200 0.00431 Magnesium -0.0256 214 0.38274 0.17967 0.00001 Potassium 0.0023 204 0.03940 -0.17603 0.00001 Silica -0.0700 223 0.02427 2.19811 -0.00008 Sodium -0.0356 208 0.00087 -0.93858 0.00003 Sulfate -1.6400 208 0.82802 -0.90412 -0.00003 2-80
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Alafia River Minimum Flows and Leve
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Table of Contents Table of Contents
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4.3.1 HEC-RAS Modeling ............
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Table of Figures Figure 1-1. Buildi
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Figure 2-33. Phosphorus concentrati
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Figure 5-12. Habitat Gain/Loss for
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Table 5-2. Mean elevation, local (c
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flow, with the exception that withd
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Acknowledgement The authors would l
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9) Water quality; and 10) Navigatio
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Water Management District typically
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Peace River at Zolfo Springs, FL. s
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Period of Record Median Daily Flows
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to enhance understanding of histori
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River watershed, to the east by the
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an adjacent area locally known as t
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Water in the surficial aquifer is r
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The Upper Floridan aquifer (UFA) sy
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Figure 2-4. May and September 2001
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head differences indicating breache
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data (multiple regression) analyses
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2.2 Land Use Changes in the Alafia
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Before discussing individual sub-ba
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Table 2-2. Land use and land cover
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Table 2-3. Land use and land cover
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Figure 2-13. 1972 and 1999 Land use
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2.2.4 Lithia Springs Sub-Basin The
Page 55 and 56: 2.3 Hydrology The assessment of min
Page 57 and 58: Period of Record Median Daily Flows
Page 59 and 60: occurred during the spring were sim
Page 61 and 62: Conversely, since most of the Unite
Page 63 and 64: extending from 1940 to 1969 can be
Page 67 and 68: third highest flow occurred early i
Page 69 and 70: Flow (cfs) Alafia River at Lithia,
Page 71 and 72: 100 North Prong Alafia River at Key
Page 73 and 74: Flow (cfs) South Prong Alafia River
Page 75 and 76: Alafia River at Lithia - Water Qual
Page 77 and 78: South Prong Watershed Above USGS Ga
Page 79 and 80: Comparisons of land use changes and
Page 81 and 82: Comparison of Median Daily Flows fo
Page 83 and 84: Comparisons of Annual 25% Exceedanc
Page 85 and 86: Figure 2-25. Lithia Springs Major b
Page 87 and 88: 2.3.4.3.2 Discharge from Lithia Spr
Page 89 and 90: Relationship Between Lithia Springs
Page 91 and 92: Buckhorn Spring Main Discharge (Wit
Page 93 and 94: versus flow. The third plot typical
Page 95 and 96: Alafia River at Lithia, FL Phosphor
Page 97 and 98: While elevated phosphorus concentra
Page 99 and 100: Peace River at Arcadia, FL 20 Phosp
Page 101 and 102: Alafia River at Lithia, FL Nitrate/
Page 103 and 104: 2.4.2 Potassium and Trend Analysis
Page 105: Alafia River at Lithia, FL 14 Potas
Page 109 and 110: Chapter 3 Ecological Resources of C
Page 111 and 112: 1) maintenance of minimum water dep
Page 113 and 114: flow regimes and these life history
Page 115 and 116: subsidy of water and nutrients that
Page 117 and 118: Chapter 4 Technical Approach for Es
Page 119 and 120: 4.2.1 HEC-RAS Cross-Sections Cross
Page 121 and 122: PHABSIM analysis required acquisiti
Page 123 and 124: Figure 4-5. Upstream vegetation cro
Page 125 and 126: level, whenever possible. Immature
Page 127 and 128: major parameter altered during the
Page 129 and 130: Alafia River - Cross Section 64 - W
Page 131 and 132: Delphi method lacks the rapid feedb
Page 133 and 134: TOTAL DAYS OF INUNDATION DURING THE
Page 137 and 138: Wetted Perimeter - USGS 84.5 - SWFW
Page 139 and 140: Alafia River Station 91.5 Stage in
Page 141 and 142: section sites and corresponding flo
Page 143 and 144: 4.9.1.2 Recreational Use Assessment
Page 145 and 146: Chapter 5 Results and Recommended M
Page 147 and 148: greater than 25 cfs would inundate
Page 149 and 150: For the USGS Lithia gage site, the
Page 151 and 152: 40 35 30 25 20 15 10 T20 T21 T27 T3
Page 153 and 154: Wetted Perimeter (linear feet) 2000
Page 155 and 156: dominant vegetation zones, mucky so
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5.5.1 Application of PHABSIM for Bl
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5.5.3 Flow Relationships with Woody
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River begins on October 28 and ends
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Table 5-4. Maximum monthly percent-
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5.6.3 Short-Term Compliance Standar
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Table 5-5. Maximum monthly percent-
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5.8 Short-Term Compliance Standard
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Table 5-7. Proposed Minimum Flows f
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Biological Services Program Report
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Jones, G.W., and Upchurch, S.B., 19
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SDI Environmental Services, Inc. 20
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Upchurch, S.B. and J.R. Littlefield
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A Review of “Alafia River Minimum
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The draft report for setting MFLs f
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methodologies, analyses, and conclu
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The SWFWMD has employed a building
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MFLs for the Alafia and Myakka rive
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RALPH PLOTS AND ANALYSES Recent and
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then used to estimate percent of fl
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necessary. Such a framework should
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to use to meet the criteria of no s
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Shaw, D.T., C.N. Dahm, and S.W. Gol
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The District has added to Chapter 4
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Attachment A June 15 th , 2005 Mrs.
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The Kelly (2004) report includes a
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Figure 1. Box-and-whisker plots of
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As shown in Table 1, a nonparametri
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“augmentation” - be performed a
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Estuary Program 'Restoring the Bala
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APPENDIX D - District's response to
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educed by no more than 8 percent on
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sites with comparable temporal reco
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gradually removed (this appears as
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1) The DISTRICT acknowledges the ma
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Mark Hammond, Director, Resource Ma
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Table 1. Mann-Whitney Statistical A
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Comparison of July Rainfall Totals
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