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EXPANDING AERATION TO MANAGE WATER QUALITY IN SPLIT-POND AQUACULTURE
Lauren Jescovitch School of Fisheries, Aquaculture & Aquatic Sciences Auburn University 13 April 2016
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Purpose This study focuses on the possible benefits of using mechanical aeration in the waste-treatment section of the split-pond culture system.
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What is a split-pond? 80% 20%
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Why mechanical aeration in the waste treatment cell?
TAN=(NH3 + NH4+) NO2 NO3 N2 Plants, Animals & OM 1.Nitrification 2.Denitrification
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Purpose This study focuses on the possible benefits of using mechanical aeration in the waste-treatment section of the split-pond culture system.
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Methods 5 4 3 7 8 9 10 13
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Methods These samples were analyzed for: Secchi disk visibility pH
Chemical oxygen demand (COD); total, soluble Total ammonia nitrogen (TAN) Nitrite Nitrate Total nitrogen (TN) Total phosphorus (TP) Chlorophyll a
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Methods Dissolved oxygen concentrations were monitored by an automated system that was installed and is operated by the farmer.
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Aerated Waste Cell Ponds (n = 4)
Results There were significant differences (P<0.05) between control and aerated ponds for Secchi disk visibility, TAN, total nitrogen, and chemical oxygen demand (soluble and total). Significant differences are noted by letters (P<0.05) Control Ponds (n = 3) Aerated Waste Cell Ponds (n = 4) Variable In Out pH 7.90 7.88 7.93 7.87 Secchi disk visibility (inches) 10.35a 11.20ab 10.24a 12.22b Chlorophyll a (µg/L) 212.92 262.63 202.37 208.11 Total ammonia nitrogen (mg/L) 2.73ab 3.13a 1.67b 1.73b Nitrite (mg/L) 0.211 0.208 0.203 0.193 Nitrate (mg/L) 0.268 0.227 0.540 0.588 Total nitrogen (mg/L) 5.38ab 5.98a 4.32b 4.66ab Total phosphorus (mg/L) 0.519 0.681 0.471 0.672 Chemical oxygen demand, total (mg/L) 38.72a 40.31a 33.06b 34.12b Chemical oxygen demand, soluble (mg/L) 32.25ac 32.95a 27.73b 29.05bc
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Aerated Waste Cell Ponds
Results Mean dissolved oxygen (mg/L) in fish cells (DO1) and waste cells (DO2) with their respected standard deviation from May-October. Control Ponds (n = 3) Aerated Waste Cell Ponds (n = 4) DO1 DO2 May 6.58 ± 2.84 7.88 ± 3.91 6.58 ± 3.20 8.10 ± 4.05 June 6.12 ± 2.81 7.45 ± 3.97 6.12 ± 3.29 7.04 ± 4.17 July 6.07 ± 3.23 7.40 ± 4.39 5.76 ± 2.95 6.72 ± 3.70 August 4.94 ± 2.04 4.68 ± 3.21 5.67 ± 2.56 6.40 ± 3.23 September 5.08 ± 1.80 5.09 ± 3.20 5.64 ± 2.40 5.79 ± 2.65 October 5.96 ± 2.07 5.25 ± 3.71 7.30 ± 2.87 6.53 ± 2.85 June, July, August, and October had all significant DO data between DO1 and DO2 throughout the control and aerated ponds. In May, all DOs were different except DO2 in control (7.88 mg/L) and DO2 aerated (8.10 mg/L). For September, all DOs were different except between DO1 (5.08 mg/L) and DO2 (5.09 mg/L) in control ponds and DO1 (5.64 mg/L) and DO2 (5.80 mg/L) in aerated ponds.
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Conclusions Aeration in the waste cell of the pond –
Increases: Secchi disk Decreases: TAN, TN, COD Aerated waste cell ponds have a higher DO in both the fish and waste cells. All these trends indicate improvement for water quality management.
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Complications and Limitations
Motor failures in aerators- delays when aerators could be operational in waste cells Fish kills- three large kills: one of the aerated ponds and two of the control ponds. Fish kills were thought to be related to toxic Microcystis and to high nitrite concentration (Alabama Fish Farming Center). Production- multiple-batch system; reliability Practicality- management practices
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Cost/Benefit Analysis
Further Research This Study Currently on-going Circulation Study Production Feed 3-year synopsis Future Studies Cost/Benefit Analysis Design Features Production Multiple Farms Duration of Aeration
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Thank you! Special thanks to Dr. Boyd, SRAC, Greg Whitis, Piyajit Pratipasen, and the Unruh farm. References: Brown, T.W. and Craig S. Tucker (2013). Pumping performance of a slow-rotating paddlewheel for split-pond aquaculture systems, North American Journal of Aquaculture, 75:2, , DOI: / Farrelly, J.C., Chen, Y., and Sagar Shrestha (2015). Occurrences of growth related target dissolved oxygen and ammonia in different catfish pond production systems in southeast Arkansas, Aquacultural Engineering, 64,
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