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Types of Aeration and Design Considerations
Claude E. Boyd
Department of Fisheries and Allied Aquacultures
Auburn University, Auburn, Alabama


Introduction

Dissolved oxygen (DO) is probably the single most important environmental factor in aquaculture. If DO concentrations are low fish will not eat well, they will not grow well, and they will be susceptible to disease. Furthermore, where concentrations are very low, many or even all of the fish may die from lack of oxygen. In order to have good feed conversion efficiency, high survival, and adequate profits, fish farmers must maintain plenty of DO in waters of culture systems. Aeration is necessary to supplement natural sources of DO.

Although aeration is widely used, there are many mistaken ideas about aeration and few aeration practices have been thoroughly investigated. In this lecture, I will provide some basic information on DO and on the practice of aeration.

Improvements in management procedures such as aeration are very important for fish prices will probably continue to be low. This will increase the demand for fish, but it will force farmers to become more efficient managers. Just to illustrate how a small factor can be important to profit, consider that an improvement in the feed conversion efficiency of 0.1 unit could potentially increase profits by $25 to $40 per ton of fish produced.

Solubility of Oxygen in Water

Approximately 20% of the volume and pressure of gases in the air is oxygen. When water is in contact with the atmosphere, oxygen from the air will enter the water until the pressure of oxygen in water and air are equal. This condition is known as equilibrium or saturation. The concentration of DO at equilibrium increases with increasing pressure and decreases with increasing water temperature and salinity. The equilibrium (saturation) concentrations of DO at different temperatures and salinities are provided in Table 1 for standard sea level barometric pressure (760 mm mercury or 29.92 inches of mercury). To obtain the DO concentration at saturation for any other location, multiply the appropriate DO value from Table 1 by the ratio local barometric pressure:standard sea level pressure.

Sources of Oxygen

Natural Diffusion

When water contains less oxygen than the saturation concentration, oxygen from the atmosphere diffuses into the water. In culture tanks, diffusion is a slow process. It is not an important source of oxygen except when DO concentrations are low and there is a high degree of turbulence.

TABLE 1.THE SOLUBILITY OF OXYGEN (MG/LITER) IN WATER AT DIFFERENT TEMPERATURES AND SALINITIES FROM MOIST AIR WITH PRESSURE OF 760 MM HG. AFTER COLT (1984)


Tem-
per
ture
--------------------------------------------------------------------
(°C)  0      5       10     15     20      25      30    35    40
--------------------------------------------------------------------
 0   14.60  14.11 13.64   13.18  12.74  12.31    11,90 11.50  11.11
 1   14.20  13.72 13.27   12.82  12.40  11.98    11.58 11.20  10.82
 2   13.81  13.36 12.91   12.49  12.07  11.67    11.29 10.91  10.55
 3   13.44  13.00 12.58   12.16  11.76  11.38    11.00 10.64  10.29
 4   13.09  12.67 12.25   11.85  11.47  11.09    10.73 10.38  10.04
 5   12.76  12.34 11.94   11.56  11.18  10.82    10.47 10.13   9.80
 6   12.44  12.04 11.65   11.27  10.91  10.56    10.22  9.89   9.57
 7   12.13  11.74 11.36   11.00  10.65  10.31     9.98  9.66   9.35
 8   11.83  11.46 11.09   10.74  10.40  10.07     9.75  9.44   9.14
 9   11.55  11.18 10.83   10.49  10.16   9.84     9.53  9.23   8.94
10   11.28  10.92 10.58   10.25   9.93   9.62     9.32  9.03   8.75
11   11.02  10.67 10.34   10.02   9.71   9.41     9.12  8.83   8.56
12   10.77  10.43 10.11    9.80   9.50   9.21     8.92  8.65   8.38
13   10.52  10.20  9.89    9.59   9.29   9.01     8.73  8.47   8.21
14   10.29   9.98  9.68    9.38   9.10   8.82     8.55  8.29   8.04
15   10.07   9.77  9.47    9.19   8.91   8.64     8.38  8.13   7.88
16    9.86   9.56  9.28    9.00   8.73   8.47     8.21  7.97   7.73
17    9.65   9.36  9.09    8.82   8.55   8.30     8.05  7.81   7.58
18    9.45   9.17  8.90    8.64   8.38   8.14     7.90  7.66   7.44
19    9.26   8.99  8.73    8.47   8.22   7.98     7.75  7.52   7.30
20    9.08   8.81  8.56    8.31   8.06   7.83     7.60  7.38   7.17
21    8.90   8.64  8.39    8.15   7.91   7.68     7.46  7.25   7.04
22    8.73   8.48  8.23    8.00   7.77   7.54     7.33  7.12   6.91
23    8.56   8.32  8.08    7.85   7.63   7.41     7.20  6.99   6.79
24    8.40   8.16  7.93    7.71   7.49   7.28     7.07  6.87   6.68
25    8.24   8.01  7.79    7.57   7.36   7.15     6.95  6.75   6.56
26    8.09   7.87  7.65    7.44   7.23   7.03     6.83  6.64   6.46
27    7.95   7.73  7.51    7.31   7.10   6.91     6.72  6.53   6.35
28    7.81   7.59  7.38    7.18   6.98   6.79     6.61  6.42   6.25
29    7.67   7.46  7.26    7.06   6.87   6.68     6.50  6.32   6.15
30    7.54   7.33  7.14    6.94   6.75   6.57     6.39  6.22   6.05
31    7.41   7.21  7.02    6.83   6.64   6.47     6.29  6.12   5.96
32    7.29   7.09  6.90    6.72   6.54   6.36     6.19  6.03   5.87
33    7.17   6.98  6.79    6.61   6.43   6.26     6.10  5.94   5.78
34    7.05   6.86  6.68    6.51   6.33   6.17     6.01  5.85   5.69
35    6.93   6.75  6.58    6.40   6.24   6.07     5.91  5.76   5.61
36    6.82   6.65  6.47    6.31   6.14   5.98     5.83  5.68   5.53
37    6.72   6.54  6.37    6.21   6.05   5.89     5.74  5.59   5.45
38    6.61   6.44  6.28    6.12   5.96   5.81     5.66  5.51   5.37
39    6.51   6.34  6.18    6.02   5.87   5.72     5.58  5.44   5.30
40    6.41   6.25  6.09    5.94   5.79   5.64     5.50  5.36   5.22
--------------------------------------------------------------------

Inflowing Water

Water entering culture systems contains DO. The amount of oxygen from this source depends on the DO concentration and volume of inflowing water. For example, if water containing 9 mg/I DO enters a culture tank at 200 liters per minute, the oxygen input rate is 1 ,800 mg/min or 1.8 g/min. In 24 hr, 2,592 g or 2.59 kg of oxygen would enter the tank.

Photosynthesis

Photosynthesis by phytoplankton is usually the most important natural source of oxygen for ponds. Phytoplankton remove carbon dioxide from the water, produce organic matter (carbohydrate), and release oxygen during the day:


             6CO2 + 6H2O + Radiant energy = C6H12O6 + 602

DO concentrations will often increase above saturation during daytime.

However, photosynthesis is not a significant factor in indoor, water recirculating systems.

Aeration

When DO concentrations are below saturation, aerators can put oxygen into water. The amount of oxygen from aeration depends upon the type and number of aerators and upon the concentration of DO in the water. Aeration is an important source of oxygen when DO concentrations are low.

Losses of Oxygen

Diffusion

When DO concentrations are above saturation, oxygen diffuses from the water into the atmosphere. Diffusion is a slow process, but surface turbulence and mechanical aeration can greatly increase the rate of diffusion of oxygen from supersaturated waters. Water recirculating systems will seldom be supersaturated with DO, so diffusion normally is not a major loss of oxygen.

Outflowing Water

DO is lost when water is discharged from culture systems. The loss is unimportant, for incoming water normally has a higher concentration of DO than outflowing water.

Respiration

All living things in aquaculture systems use oxygen in respiration to release energy from food.


             C6H12O6 + 602 = 6CO2 + 6H2O + Heat energy

Unlike photosynthesis, which occurs only during daylight, respiration occurs 24 hours per day. Phytoplankton are not abundant in water recirculating systems but bacteria are present in large numbers. The amount of oxygen used by bacteria decomposing organic matter varies with the concentration and composition of organic matter in water. However, water passes through fish rearing units of recirculating systems very quickly and oxygen consumption by bacteria is probably not great within the rearing unit.

Fish use about 150 to 300 mg oxygen per kg of fish per hour; however it is difficult to estimate their respiration rate. The best way of assessing the oxygen demand of the fish grow-out unit is to assume that for each kilogram of feed applied, 0.2 kg of oxygen will be required (Boyd and Watten 1989). This takes into account the oxygen used by fish and bacteria. Of course, additional 'y,gen will be needed by bacteria to break down organic matter which accumulates in the waste treatment part of the culture system.

Effects of Dissolved Oxygen on Fish

The influence of DO concentrations on fish is summarized below:


           DO concentration      Effect

        Less than 1.5 or 2 mg/I  Lethal if exposure lasts more than a
                                 few hours.

           2 to 5 mg/I           Growth will be slow if exposure to
                                 low DO is continuous.

           5 mg/I to saturation  Best condition for good growth.

           Above saturation      Can be harmful if supersaturated
                                 conditions exist throughout water
                                 volume.

Concentrations of DO can fall so low that fish are killed. However, adverse effects of low DO more often are expressed as reduced growth and greater susceptibility to disease. In systems with chronically low DO concentrations, fish will eat less and they will not convert food to flesh as efficiently as in systems with normal DO concentrations.

Aerators

Most intensive, recirculating aquaculture units consist of a rearing unit and some type of water treatment unit. Water flows through the rearing unit where it is contaminated with uneaten feed and fish excrement and its DO content is reduced by fish respiration. Water leaving the rearing unit passes into the treatment unit where it is purified by various physical, mechanical, and biological processes before being passed through the rearing unit again. In some places, recirculating systems are located outdoors and employ large earthen ponds as biological water-purification units. Such systems do not differ substantially from conventional pond aquaculture systems, because phytoplankton are a dominant component. The phytoplankton remove ammonia and release oxygen in photosynthesis, but they also produce large amounts of organic matter in photosynthesis. Because of low light intensity, indoor, recirculating systems do not contain a significant amount of phytoplankton. Organic matter in the system can be traced back to the feed, and the natural supply of oxygen is small.

Oxygen can be added to an indoor, recirculating system at almost any point. However, the part of the system most sensitive to low DO concentration is the rearing unit. If DO concentrations are low in the rearing unit, fish will be stressed. They will not eat and grow well, they will be susceptible to disease, and they may die.

Any place in the system where water flows abruptly to a lower elevation affords the opportunity for gravity aeration. Water may fall over a weir, fall through perforated trays, spray from a nozzle, splash over an inclined surface, flow through a container packed with porous media, etc. This type of aeration is called gravity aeration. Because head loss provides the energy for gravity aeration, there usually is no operating cost associated with it. However, gravity aerators are not very efficient, and the practice of pumping water to a higher elevation just to provide head for gravity aeration is not as economical as many other kinds of aeration (Soderberg 1982).

Recently, there has been considerable interest in pure oxygen contact systems for increasing DO concentrations in fish culture systems. In these systems, U-tubes, packed columns, spray chambers, and many other devices are used to effect transfer of pure oxygen into water which is then passed through the grow-out unit (Boyd and Watten 1989). Pure oxygen contact systems have certain advantages which will not be discussed here, but their economy is not obvious. Until more is known about operating pure oxygen contact systems, mechanical aerators seem more practical.

Principles of Mechanical Aeration

Aerators are mechanical devices that increase the rate at which oxygen enters water. There are two basic techniques for aerating pond water: water is splashed into the air or bubbles of air are released into the water. Hence, we have "splasher" and "bubbler" aerators.

Splasher aerators include vertical pump, pump-sprayer, and paddle wheel aerators. A vertical pump aerator consists of a motor with an impeller (propeller) attached to its shaft. The motor is suspended below a float with a center opening and the impeller jets water into the air at low velocity. A pump-sprayer aerator employs a centrifugal pump to spray water at high velocity through holes in a manifold and into the air. A paddle wheel aerator splashes water into the air as the paddle wheel rotates (Boyd and Ahmad 1987).

Bubbler aerators include diffused-air systems and propeller-aspirator-pumps. In a diffused-air system, an air blower or air compressor is employed to deliver air through an air line, and the air is released through air diffusers located on the bottom or suspended in the water, The propeller-aspirator-pump aerator has a high velocity, uncased impeller at the end of a hollow shaft and housing. In operation, air flows down the shaft by the venturi principle and is released into the water in fine bubbles (Boyd and Ahmad 1987).

Performance

The ability of an aerator to transfer oxygen to water is expressed as the standard oxygen transfer rate (SOTR) and the standard aerator efficiency (SAE). The SOTR is the amount of oxygen that an aerator will transfer in 1 hour to clear freshwater at 20°C which contains 0 mg/I DO. SOTR usually is expressed as pounds of oxygen per hour. The SAE is simply the SOTR divided by power input; it normally is expressed as pounds of oxygen per kilowatt~hour or pounds of oxygen per horsepower. Power input may be expressed as power applied to the aerator shaft (brake power) or the electricity consumption by the aerator (wire power); it is best for practical purposes to express SAE in terms of the rated horsepower of the aeration unit. Standard conditions employed for presenting SOTR and SAE values seldom exist in aquaculture systems. As DO concentration and water temperature rises, actual oxygen transfer rate and actual aeration efficiency decrease with respect to SOTR and SAE. For example, at 30°C and 4 mg/I DO, an aerator would transfer only about 50% of the oxygen suggested by SOTR and SAE. Nevertheless, SOTR and SAE are important for they permit comparisons of efficiency among aerators.

The nomograph, Figure 1, may be used to obtain correction factors for converting SOTR or SAE to actual oxygen transfer under pond conditions.

FIGURE 1. Nomograph for estimating correction factors for SOTR and SAE

Researchers at Auburn University evaluated the performance of many aerators and studied the effect of design features and operating conditions on performance. Results in terms of pounds of oxygen transferred per kilowatt of electrical power used are summarized below:


                                       SAE lb O2/hp-hr
                                     -----------------
        Aerator type             Average          Range
       --------------            --------        -----------
    Paddle wheel, all types       3.1            1.6 - 4.3
    Propeller-aspirator pump      2.3            1.9 - 2.6
    Vertical pump                 2.0            1.0 - 2.6
    Pump sprayer                  1.9            1.3 - 2.8
    Diffusion                     1.3            1.0 - 2.3

Although research has shown paddle wheel aerators to be highly efficient, they are too large for use in most indoor, recirculating systems. Small vertical-pump aerators, propeller-aspirator-pump aerators, and diffusion aerators are better suited for recirculating systems. SAE values for 0.5 to 2.0-hp vertical pump and propeller-aspirator-pump aerators typically ranged from 1.0 to 2.6 lb O/hp-hr. For design purposes, I suggest using an SAE of 2 lb O2/hp-hr. These types of aerators are designed to operate in a set manner. They only have to be assembled, placed in the aquaculture system, and put into operation.

Diffusion aeration systems are much more complicated. Choices must be made about air pressure, air flow rate, type of diffuser, depth of diffuser, and number of diffusers. The performance of diffusion aeration systems is quite sensitive to the combination of operating variables as illustrated in Table 2 with data collected under different conditions for a particular system. Low air flow rates provided higher SAE values, and at low air flow rates depth of water over the diffuser and the number of diffusers had little effect on SAE. At higher air flow rates, SAE tended to increase with water depth, and increasing the number of diffusers enhanced SAE.

Although SAE is important for comparing aerator efficiency, other factors should also be considered in selecting aerators. These factors include: compatibility with culture system, purchase price, durability and operation lifetime, problems in obtaining service, and personal choice. Also, SAE is simply a measure of efficiency. The SOTR must be considered in determining if an aeration system is large enough to supply the desired quantity of oxygen.

TABLE 2. POWER REQUIREMENT IN HORSEPOWER, STANDARD OXYGEN TRANSFER RATE (SOTR) IN POUNDS OF OXYGEN PER HOUR, AND STANDARD AERATION EFFICIENCY (SAE) IN POUNDS OF OXYGEN PER HORSEPOWER~HOUR FOR A DIFFUSION AERATION SYSTEM OPERATED AT DIFFERENT DEPTHS AND AIR FLOW RATES.


          Air
Diffuser flow
depth    rate       Six diffusers              Twelve diffusers
(ft)   (ft3/min) hp     SOTR   SAE            hp    SOTR     SAE
------------------------------------------------------------------
 3        1     0.04    0.13   3.48           0.03   0.13   3.98
          2     0.08    0.22   2.66           0.07   0.24   3.22
          3     0.14    0.29   2.15           0.12   0.34   2.82
          5     0.29    0.42   1.46           0.28   0.38   1.38
          7     0.48    0.54   1.13           0.46   0.48   1.05
          9     0.77    0.66   0.86           0.74   0.61   0.83
 5        1     0.06    0.21   3.63           0.06   0.19   3.45
          2     0.12    0.36   3.04           0.12   0.39   3.40
          3     0.19    0.50   2.60           0.18   0.42   2.28
          5     0.39    0.74   1.92           0.36   0.64   1.78
          7     0.62    0.92   1.49           0.59   0.82   1.40
          9     0.91    1.10   1.21           0.89   0.88   0.99
 7        1     0.07    0.29   3.91           0.07   0.28   3.87
          2     0.15    0.49   3.18           0.15   0.52   3.42
          3     0.24    0.64   2.64           0.24   0.71   2.93
          5     0.46    0.80   1.72           0.45   0.93   2.05
          7     0.72    0.97   1.34           0.72   1.21   1.69
          9     1.03    1.17   1.13           1.05   1.54   1.46

 9        1     0.09    0.35   3.78           0.09   0.31   3.34
          2     0.19    0.63   3.34           0.19   0.64   3.39
          3     0.29    0.88   3.04           0.28   0.89   3.17
          5     0.54    0.97   1.79           0.54   1.30   2.40
          7     0.84    1.24   1.48           0.83   1.66   2.00
 11       1     0.11    0.33   3.02           0.11   0.35   3.23
          2     0.23    0.61   2.66           0.22   0.77   3.46
          3     0.36    0.82   2.30           0.34   1.14   3.31
          5     0.64    1.22   1.92           0.63   1.69   2.67
          7     0.95    1.57   1.65           0.94   2.18   2.32
------------------------------------------------------------------

Literature Cited

    Boyd, C. E. and T. Ahmad. 1987. Evaluation of aerators for channel catfish farming. Ala. Agr. Exp. Sta., Auburn Univ., Ala., Bulletin 584. 52 pp.

    Boyd, C. E. and B. J. Watten. 1989. Aeration systems in aquaculture. CRC Critical Reviews in Aquatic Sciences 1:425-472.

    Colt, J. 1984. Computation of dissolved gas concentrations in water as functions of temperature, salinity, and pressure. Amer. Fish. Soc., Spec. Publ. No. 14. 154 pp.

    Soderberg, R. W. 1982. Aeration of water supplies for fish culture in flowing water. Prog. Fish-Cult. 44:89-93.

Design Example

A simple way to determine the amount of fish biomass that can be supported by an aeration system will be described. Suppose that a 2-hp aeration system that has an SOTR of 4 lb of oxygen/hr is to be used in a rearing tank that receives 18°C water containing 5 mg/I DO. The aeration system should keep the DO concentration above 5 mg/I at all times. From Fig. 1, the correction factor from estimating the actual oxygen transfer rate from the SOTR at 18°C and 5 mg/I DO is 0.44. Thus, the aeration system will transfer 1.76 lb of oxygen/hr or 42.2 lb oxygen/day to the water. This is enough oxygen to permit the application of 211 lb feed/day. If fish are fed at 3% of body weight per day, the estimated maximum, permissible standing crop is 7,000 lb of fish. However, this would provide no margin of safety. I suggest a safety factor of at least 1.5 (a safety factor of 2 would be better). The maximum permissible standing crops of fish would be 4,700 lb and 3,500 lb for safety factors of 1.5 and 2, respectively.