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

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Milhous, R.T., J.M. Bartholow, M.A. Updike, and A.R.Moos. 1990. Reference manual for generation and analysis of habit time series – version II. U.S. Fish and Wildlife Service, Biol. Rpt. 90(16) Miller, J.A., 1986. Hydrogeologic Framework of the Floridan aquifer system in Florida, and parts of Georgia, Alabama and South Carolina, U.S. Geological Survey Professional Paper 1403-B, 91 p. Murphy, W. R., K. M. Hammett, and C. V. Reeter, 1978. Flood Profiles for Peace River, South-Central Florida, U.S. Geological Survey, Water resource Investigation 78-57, Tallahassee, Florida. Olsen, J., J. Stedinger, N. Matalas and E. Stakhiv. 1999. Climate variability and flood frequency estimation for the upper Mississippi and lower Missouri Rivers. AWRA 35 (6): 1509-1523. PBS&J. 2004. Characterization of Woody Wetland Vegetation Communities in the Corridors along the Lower Alafia River: Volume II of Characterization of Wetland Vegetation Communities in the Corridors of the Upper Peace and Alafia Rivers. Submitted to the Southwest Florida Water Management District. 56 pp. Postel, S and B. Richter. 2003. Rivers for Life: Managing Water for People and Nature. Island Press. Washington, D.C. pp. 253. Reiser, D.W., T.A. Wesche and C. Estes. 1989. Status of instream flow legislation and practices in North America. Fisheries 14(2): 22-29. Richter, B.D. , J.V. Baumgartner, J. Powell, and D.P. Braun. 1996. A method for assessing hydrologic alteration within ecosystems. Conservation Biology 10(4): 1163-1174. Robertson, A.F. 1978. Flood profiles of the Alafia River, west central Florida, computed by step-backwater method. U.S. Geological Survey Water Resources Investigations Report 77-74, 21 pp. Ryder, P.D., 1985. Hydrology of the Floridan aquifer system in west-central Florida. U.S. Geological Survey Professional Paper 1403-F, 63 pp. SDI Environmental Services, Inc., May 1998. Water Resources Evaluation and Integrated Hydrologic Model for Brandon Urban Dispersed Wells Project. Prepared for West Coast Regional Water Supply Authority. SDI Environmental Services, Inc. 2002. Technical memorandum: Evaluation of BUD-7 pumpage and climatological conditions on Lithia Springs. Prepared for Tampa Bay Water, Clearwater, Florida. SDI Project No. TBF-350. 25 pp. V
SDI Environmental Services, Inc. 2003. Cumulative risk of decreasing streamflows in the Peace River Basin. Prepared for Charlotte County, Lee County and the Peace River / Manasota Regional Water Supply Authority. 15 pp + figures. Tampa, Florida. Scheele, D.S. 1975. Reality construction as a product of Delphi interaction. Pp. 37-31 in: H.A. Linstone and M. Turoff (eds.) The Delphi Method: Techniques and Applications. Addison-Wesley, Reading, MA. Schreuder & Davis, Inc., 1992. Assessment of the Factors Affecting Lithia Springs Discharge. Prepared for West Coast Regional Water Supply Authority. Sinclair, W. R. 1982. Sinkhole development resulting from ground-water withdrawal. U.S. Geological Survey Water Resources Investigations Report 81-50. Tallahasse, FL. Smock, L.A. , E. Gilinsky, and D.L. Stoneburner.1985. Macroinvertebrate production in a southeastern U.S. blackwater stream. Ecology 66: 1491- 1503. Smock, L.A. and C.E. Roeding. 1986. The trophic basis of production of the macroinvertebrate community of a southeastern U.S.A. blackwater stream. Holartic Ecology 9: 165-174. Southwest Florida Water Management District. 1996a. Northern Tampa Bay water resources assessment project, Volume I: Surface-water groundwater interrelationships. Brooksville, Florida. Southwest Florida Water Management District. 1996b. Peace Creek Drainage Canal improvement feasibility investigation report. Brooksville, Florida. 153 pp. + appendix. Southwest Florida Water Management District. 1999a. An analysis of hydrologic and ecologic factors related to the establishment of minimum flows for the Tampa Bypass Canal at Structure 160. Final draft copy. Brooksville, Florida. Southwest Florida Water Management District. 1999b. An analysis of hydrologic and ecologic factors related to the establishment of minimum flows for the Hillsborough River. Final draft copy. Brooksville, Florida. Southwest Florida Water Management District. 1999. Resource evaluation of the Lake Hancock project (addition to the upper Peace River SOR/P2000 project). 31 pp. Southwest Florida Water Management District. 2001a. The Peace River VI
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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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Page 59 and 60:
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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Page 67 and 68:
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
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 135 and 136: Period of Record Median Daily Flows
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
Page 157 and 158: 5.5.1 Application of PHABSIM for Bl
Page 159 and 160: 5.5.3 Flow Relationships with Woody
Page 161 and 162: River begins on October 28 and ends
Page 163 and 164: Table 5-4. Maximum monthly percent-
Page 165 and 166: 5.6.3 Short-Term Compliance Standar
Page 167 and 168: Table 5-5. Maximum monthly percent-
Page 169 and 170: 5.8 Short-Term Compliance Standard
Page 171 and 172: Table 5-7. Proposed Minimum Flows f
Page 173 and 174: Biological Services Program Report
Page 175: Jones, G.W., and Upchurch, S.B., 19
Page 179 and 180: 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 and 232:
Table 1. Mann-Whitney Statistical A
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Comparison of July Rainfall Totals
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