- Page 1 and 2: Alafia River Minimum Flows and Leve
- Page 3 and 4: Table of Contents Table of Contents
- Page 5 and 6: 4.3.1 HEC-RAS Modeling ............
- Page 7 and 8: Table of Figures Figure 1-1. Buildi
- Page 9 and 10: Figure 2-33. Phosphorus concentrati
- Page 11 and 12: Figure 5-12. Habitat Gain/Loss for
- Page 13 and 14: Table 5-2. Mean elevation, local (c
- Page 15 and 16: flow, with the exception that withd
- Page 17 and 18: Acknowledgement The authors would l
- Page 19 and 20: 9) Water quality; and 10) Navigatio
- Page 21 and 22: Water Management District typically
- Page 23 and 24: Peace River at Zolfo Springs, FL. s
- Page 25 and 26: Period of Record Median Daily Flows
- Page 27 and 28: to enhance understanding of histori
- Page 29 and 30: River watershed, to the east by the
- Page 31 and 32: an adjacent area locally known as t
- Page 33 and 34: Water in the surficial aquifer is r
- Page 35 and 36: The Upper Floridan aquifer (UFA) sy
- Page 37 and 38: Figure 2-4. May and September 2001
- Page 39 and 40: head differences indicating breache
- Page 41 and 42: data (multiple regression) analyses
- Page 43 and 44: 2.2 Land Use Changes in the Alafia
- Page 45 and 46: Before discussing individual sub-ba
- Page 47 and 48: Table 2-2. Land use and land cover
- Page 49: Table 2-3. Land use and land cover
- Page 53 and 54: 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 65 and 66: Period of Record Median Daily Flows
- 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
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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
- Page 117 and 118:
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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Period of Record Median Daily Flows
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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
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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
- Page 233:
Comparison of July Rainfall Totals