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

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Comparison of January Rainfall Totals for Two Sites. Comparison of February Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.9046x + 0.3905 R 2 = 0.7955 0 5 10 15 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 1.0165x + 0.3539 R 2 = 0.8738 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Comparison of March Rainfall Totals for Two Sites. Comparison of April Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 1.0841x - 0.3243 R 2 = 0.8836 0 5 10 15 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.8226x + 0.5804 R 2 = 0.6397 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Comparison of May Rainfall Totals for Two Sites. Comparison of June Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.7878x + 0.6467 R 2 = 0.7254 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.7761x + 1.9562 R 2 = 0.4281 0 5 10 15 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Figure 1. Comparison of total monthly rainfall between two NOAA rainfall sites (Lakeland and Plant City) for the period 1940 to 1999.
Comparison of July Rainfall Totals for Two Sites. Comparison of August Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.4978x + 4.4192 R 2 = 0.184 0 5 10 15 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.5321x + 4.3394 R 2 = 0.1981 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Comparison of September Rainfall Totals for Two Sites. Comparison of October Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.871x + 1.1573 R 2 = 0.5849 0 5 10 15 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.96x + 0.4422 R 2 = 0.6023 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Comparison of November Rainfall Totals for Two Sites. Comparison of December Rainfall Totals for Two Sites. Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 0.925x + 0.2418 R 2 = 0.7642 Plant City Rainfall (inches) 14 12 10 8 6 4 2 0 y = 1.0406x + 0.1109 R 2 = 0.8965 0 5 10 15 0 5 10 15 Lakeland Rainfall (inches) Lakeland Rainfall (inches) Figure 1. Continued -- Comparison of total monthly rainfall between two NOAA rainfall sites (Lakeland and Plant City) for the period 1940 to 1999.
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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
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2.3 Hydrology The assessment of min
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occurred during the spring were sim
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Conversely, since most of the Unite
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extending from 1940 to 1969 can be
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third highest flow occurred early i
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Flow (cfs) Alafia River at Lithia,
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100 North Prong Alafia River at Key
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Flow (cfs) South Prong Alafia River
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Alafia River at Lithia - Water Qual
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South Prong Watershed Above USGS Ga
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Comparisons of land use changes and
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Comparison of Median Daily Flows fo
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Comparisons of Annual 25% Exceedanc
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Figure 2-25. Lithia Springs Major b
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2.3.4.3.2 Discharge from Lithia Spr
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Relationship Between Lithia Springs
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Buckhorn Spring Main Discharge (Wit
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versus flow. The third plot typical
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Alafia River at Lithia, FL Phosphor
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While elevated phosphorus concentra
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Peace River at Arcadia, FL 20 Phosp
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Alafia River at Lithia, FL Nitrate/
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2.4.2 Potassium and Trend Analysis
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Alafia River at Lithia, FL 14 Potas
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Table 2-10. Results of Kendall's ta
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Chapter 3 Ecological Resources of C
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1) maintenance of minimum water dep
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flow regimes and these life history
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subsidy of water and nutrients that
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Chapter 4 Technical Approach for Es
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4.2.1 HEC-RAS Cross-Sections Cross
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PHABSIM analysis required acquisiti
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Figure 4-5. Upstream vegetation cro
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level, whenever possible. Immature
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major parameter altered during the
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Alafia River - Cross Section 64 - W
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Delphi method lacks the rapid feedb
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TOTAL DAYS OF INUNDATION DURING THE
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Wetted Perimeter - USGS 84.5 - SWFW
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Alafia River Station 91.5 Stage in
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section sites and corresponding flo
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4.9.1.2 Recreational Use Assessment
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Chapter 5 Results and Recommended M
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greater than 25 cfs would inundate
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For the USGS Lithia gage site, the
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40 35 30 25 20 15 10 T20 T21 T27 T3
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Wetted Perimeter (linear feet) 2000
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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
Page 181 and 182: A Review of “Alafia River Minimum
Page 183 and 184: The draft report for setting MFLs f
Page 185 and 186: methodologies, analyses, and conclu
Page 187 and 188: The SWFWMD has employed a building
Page 189 and 190: MFLs for the Alafia and Myakka rive
Page 191 and 192: RALPH PLOTS AND ANALYSES Recent and
Page 193 and 194: then used to estimate percent of fl
Page 195 and 196: necessary. Such a framework should
Page 197 and 198: to use to meet the criteria of no s
Page 199 and 200: Shaw, D.T., C.N. Dahm, and S.W. Gol
Page 201 and 202: The District has added to Chapter 4
Page 207 and 208: Attachment A June 15 th , 2005 Mrs.
Page 209 and 210: The Kelly (2004) report includes a
Page 211 and 212: Figure 1. Box-and-whisker plots of
Page 213 and 214: As shown in Table 1, a nonparametri
Page 215 and 216: “augmentation” - be performed a
Page 217 and 218: Estuary Program 'Restoring the Bala
Page 219 and 220: APPENDIX D - District's response to
Page 221 and 222: educed by no more than 8 percent on
Page 223 and 224: sites with comparable temporal reco
Page 225 and 226: gradually removed (this appears as
Page 227 and 228: 1) The DISTRICT acknowledges the ma
Page 229 and 230: Mark Hammond, Director, Resource Ma
Page 231: Table 1. Mann-Whitney Statistical A
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