Abstract
To support the development of protective water resources management strategies, a 3D hydrodynamic model was applied to the Little Manatee River (LMR) to evaluate the effects of reducing river flow and drought on the Estuarine Residence Time (ERT). ERT is an important indicator for estuarine environmental quality. The Little Manatee River is a small tidal river estuary with a yearly mean gaged freshwater inflow of 4.8 m3/s. The hydrodynamic model was calibrated and verified by using two continuous data sets for a six month period. Model simulations were conducted for 17 river inflow scenarios. Among the flow scenarios, 13 scenarios were within a flow range from 0.26 m3/s to 10 m3/s total freshwater inflow. A regression equation (R 2 = 0.98) fitted by a power-law function was derived from analysis of the hydrodynamic modeling results to correlate model predicted ERT to total river inflow, though ERT can be predicted from gaged freshwater inflow as well. The study indicates that the estuarine residence time reaches 53.3 days under an extreme drought condition of 0.26 m3/s total inflow. When river inflow falls below the critical flow (4 m3/s or less), further flow reductions can cause the substantial increases of ERT by a factor of 2 to 10 times. This suggests that the management of flow reductions is particularly critical when total river flows are 4 m3/s or less if adverse impacts to the water quality and ecological characteristics of the Little Manatee River are to be avoided.
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References
Asselin S, Spaulding ML (1993) Flushing times for Providence River based on tracer experiments. Estuaries 16(4):830–839
Blumberg AF, Mellor GL (1987) A description of a Three-dimensional Coastal Ocean Circulation Model. In: Heaps NS (ed) Three-dimensional coastal ocean models, Coastal and Estuarine Sciences, vol 4. AGU, Washington, E.D., pp. 1–16
Cerco CF, Cole T (1993) Three-dimensional eutrophication model of Chesapeake Bay. J Environ Eng 119:1006–1025
Chai C, Yu Z, Song X, Cao X (2006) The status and characteristics of Eutrophication in the Yangtze River (Changjiang) Estuary and the Adjacent East China Sea, China. Hydrobiologia 563(1):313–328
Eslamian S, Ghasemizadeh M, Biabanaki M, Talebizadeh M (2010) A principal component regression method for estimating low flow index. Water Resour Manage 24(11):2553–2566
Flannery MS, Peebles EB, Montgomery RT (2002) A percent-of-flow approach for managing freshwater Inflows from unimpounded rivers to Southwest Florida Estuaries. Estuaries 25(6B):1318–1332
Goulter IC, Castensson RG (1998) Screening model for assessing ‘cost’ of minimum flow requirements in the Svartå River, Sweden. Water Resour Manage 2(1):35–55
Hamrick JM (1996) User’s manual for the environmental fluid dynamics computer code. Special Rep. No. 331, The College of William and Mary, Gloucester Point, VA
Huang W (2007) Hydrodynamic modeling of flushing time in a small estuary of North Bay, Florida, USA. Estuar Coast Shelf Sci 74(4):722–731
Huang W, Liu X (2007) Hydrodynamic modeling of Little Manatee River. Final report submitted to Southwest Florida Water Management District, p 83
Huang W, Spaulding ML (1995) Numerical modeling of CSO-induced pollutant transport in Mt. Hope Bay. J Environ Eng ASCE, New York. 12(7):492–498
Huang W, Spaulding ML (2002) Modeling residence time response to freshwater input in Apalachicola Bay, Florida, USA. Int J Hydrol Process 16:3051–3064
Huang W, Liu X, Chen X (2008) Numerical modeling of hydrodynamics and salinity transport in little manatee river. J Coastal Res Special Issue 52:13–24
Intera and Aqua Terra Consultants (2006) Estimating the ungaged inflows in the Little Manatee River basin, Florida. Report prepared for the Southwest Florida Water Management District. Brooksville, Florida
Jain SK, Sarkar A, Garg V (2008) Impact of declining trend of flow on Harike Wetland, India. Water Resour Manage 22(4):409–421
Martin JL, McCutcheon S (1999) Hydrodynamics and transport for water quality modeling. CRC Press, p 794
Mellor G, Yamada T (1982) Development of a turbulent closure model for geophysical fluid problems. Rev Geophys Space Phys 20(4):851–875
Miller RL, McPherson BF (1991) Estimating estuarine flushing and residence times in Charlotte Harbor, Florida, via salt balance and a box model. Limnol Oceanogr 36:602–612
Mills WB, Porcella DB, Ungs MJ, Gherini SA, Summers KV, Lingfung Mok Rupp GL, Bowie GL, Haith DA (1985) Water quality assessment: a screening procedure for toxic and conventional pollutants, Parts I and II. EPA-600/6-85-002a and b
Monsen NE, Cloern JE, Lucas LV (2002) A comment on the use of flushing time, residence time, and age as transport time scales. Limnol Oceanogr 47(5):1545–1553
Pandey RP, Mishra SK, Singh R, Ramasastri KS (2008) Streamflow drought severity analysis of Betwa River system (India). Water Resour Manage 22(7):1127–1141
Pribble JR, Janicki A (2000) Evaluation of the tools available to assess the potential impacts of unplanned pollutant releases to Tampa bay. Report prepared for Tampa Bay Estuary Program. St. Petersburg, FL
Shen J, Haas L (2004) Calculating age and residence time in the tidal York River using three-dimensional model experiments. Estuar Coast Shelf Sci 61(3):449–461
Sheng YP, Lee HK, Wang KH (1990) On numerical strategies of estuarine and coastal modeling. In: Paulding M (ed) Estuarine and coastal modeling. pp 291–301
Smaal A, Stralen M, Schuiling E (2001) The interaction between shellfish culture and ecosystem processes. Can J Fish Aquat Sci 58:991–1002
South Florida Water Management District (SFWMD) (2007) Basis of review for environmental resource permit applications within south Florida water management district, Adopted By Reference
Suen J-P (2010) Determining the ecological flow regime for existing reservoir operation. Water Resour Manage 25(3):817–835
Sun T, Yang ZF, Cui BS (2008) Critical environmental flows to support integrated ecological objectives for the Yellow river estuary, China. Water Resour Manage 22(7):973–989
SWFWMD (2006) Basis Of Review For Environmental Resource Permit Applications Within The Southwest Florida Water Management District, Adopted By Reference
SWFWMD (2008) The determination of minimum flows for the lower Alafia River Estuary, Prepared By: Southwest Florida water management district (SWFWMD), 2379 Broad Street Brooksville, Florida 34604
Thomann R, Muller J (1987) Principle of surface water quality modeling and control. Harper & Row, New York
USGS (United States Geological Survey) (2000) Water resources data, Florida Water Year 1999, Volume 3A. Southwest Florida Surface Water—Water Data Report FL-98-3A
Viessman WJ, Lewis GL (1996) Introduction to hydrology. HarperCollins, New York, NY
Wang C-F, Hsu M-H, Kuo A-Y (2004) Residence time of the Danshuei River estuary, Taiwan. Estuar Coast Shelf Sci 60:381–393
Whitall D, Bricker S, Ferreira J, Nobre A, Simas T, Silva M (2007) Assessment of Eutrophication in Estuaries: Pressure–State–Response and Nitrogen Source Apportionment. Environ Manage 40:678–690
Zhang Y, Xia J, Liang T, Shao Q (2010) Impact of water projects on river flow regimes and water quality in Huai River Basin. Water Resour Manage 24(5):889–908
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Huang, W., Liu, X., Chen, X. et al. Critical Flow for Water Management in a Shallow Tidal River Based on Estuarine Residence Time. Water Resour Manage 25, 2367–2385 (2011). https://doi.org/10.1007/s11269-011-9813-2
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DOI: https://doi.org/10.1007/s11269-011-9813-2