Evaluation of air-lift pump capabilities for water delivery, aeration, and degasification for application to recirculating aquaculture systems

Abstract A methodology is demonstrated for evaluating the feasibility of using air-lift pumps for water movement, aeration, and degasification in a recirculating aquaculture system. A set of empirical equations are presented modeling the performance of a 5.08-cm (2″) diameter air-lift submerged 91.44 cm (36″) with a 15.24-cm (6″) lift operated at 28–142 l min −1 (1–5 scfm) of air injection. A steady state mass balance on oxygen and carbon dioxide, equating the system requirements to the air-lift capabilities is illustrated. Using the empirical relationships developed and standard methods to estimate system O 2 demand and CO 2 production, equations are derived to calculate steady state DO and DC concentrations for any number of air-lifts used in a given recirculating system. The predicted air-lift performance in a typical system indicates the water delivery capacity for low head applications is significantly above the gas exchange capabilities. It is recommended that air-lifts be designed for water delivery and that the demonstrated methodology be used to estimate their supplemental aeration and degasification performance. Open-water aeration is shown to be more energy efficient than aeration using air-lifts. The data suggests that, for blown air systems, when the aeration requirements are met, the carbon dioxide stripping requirements are also. Suggestions for designing recirculating systems utilizing air-lifts are also presented.

[1]  D. Aneshansley,et al.  Bubble size distribution in a bubble column applied to aquaculture systems , 1992 .

[2]  Asce,et al.  Measurement of Oxygen Transfer in Clean Water , 1993 .

[3]  John Colt,et al.  Design and Operating Guide for Aquaculture Seawater Systems , 1989 .

[4]  C. Tucker,et al.  Channel Catfish Farming Handbook , 1990 .

[5]  G. Grace,et al.  Carbon dioxide control , 1994 .

[6]  C. Boyd,et al.  AERATION SYSTEMS IN AQUACULTURAL , 1989 .

[7]  Thomas B. Lawson,et al.  Fundamentals of Aquacultural Engineering , 1995, Springer US.

[8]  Michael B. Timmons,et al.  Aquaculture water reuse systems: engineering design and management. , 1994 .

[9]  C. Boyd,et al.  Predicting Nighttime Dissolved Oxygen Decline in Ponds used for Tilapia Culture , 1978 .

[10]  Claude E. Boyd,et al.  Predicting Early Morning Dissolved Oxygen Concentrations in Channel Catfish Ponds , 1978 .

[11]  A. E. Greenberg,et al.  Standard methods for the examination of water and wastewater : supplement to the sixteenth edition , 1988 .

[12]  R. C. Weast CRC Handbook of Chemistry and Physics , 1973 .

[13]  D. E. Brune,et al.  Aquaculture and water quality , 1991 .

[14]  Nick C. Parker,et al.  Design of Airlift Pumps for Water Circulation and Aeration in Aquaculture , 1987 .

[15]  Jack D. Larmoyeux,et al.  Effects of Water Reuse on Rainbow Trout in Hatcheries , 1973 .

[16]  J. Petit,et al.  The influence of temperature and wet weight on the oxygen demand of rainbow trout (Salmo gairdneri R.) in fresh water , 1978 .

[17]  J. Andrews,et al.  The Influence of Various Culture Conditions on the Oxygen Consumption of Channel Catfish , 1975 .