Filtration and Biofiltration

     In the world of aquaculture, filtration and biofiltration are very distinct and separate entities and they must be treated as such. Filtration is the removal of solid waste, whereas biofiltration is the biological process which eliminates toxic nitrogenous wastes.  This page will cover these differences, as well as delving into some of the numerous types of filtration devices.
 

Filtration
 
           Solid waste is typically categorized by its size and specific gravity. Settleable
       solids are those solids which have a relatively high specific gravity compared to
       the water in which they exist. They will settle to the bottom. Suspended solids
       are those in a category which have a specific gravity the same as or slightly
       higher than the water. They tend to stay in suspension and will only "drop-out"
       over a long period of time. Dissolved solids are those which actually become a
       part of the water. The dissolved solids are eliminated by reverse osmosis, anion
       and cation resins, activated carbon, etc.

           One method of removing solid waste from a round fish tank is to use a double
       drain. It will direct the settled solids to a  separate area from the suspended
       solids. The settled solids can be directed into a small clarifier, much smaller than
       one which had  to be sized to handle the entire flow of recirculating water. The
       other drain takes the suspended solids along with the nitrogenous waste.

           Suspended solids can be removed by several methods. One is the affinity bead
       filter which incorporates the use of small polyethylene beads that have an
       electrostatic charge. These beads have an affinity for the negatively charged
       suspended solids. As the particles pass these beads, they are "statically" drawn
       to them. When the beads are loaded with solids, it is time to backwash them.
       (Too often, backwashing is not done frequently  enough.) Suspended solids can
       also be removed by mechanical means such as bag filters, drum filters and
       vegetable filters.
 
 

Bead filters:  Open style on the left, closed style filters in the back
Biofiltration
           Biofiltration is the aerobic (with oxygen) breakdown of dissolved nitrogenous fish
       waste (ammonia).  Fish will excrete about 14 grams of ammonia for each  pound of food eaten
       (at 35% protein). The nitrification of ammonia is accomplished by two strains of autotrophic
       bacteria.  These bacteria are naturally occurring and will ultimately colonize the bio-media in
       your biofilter as well as the tank walls etc. The speed of this process  is dependent on
       temperature, pH, salinity surface area, flow rate, etc.

           These bacteria use oxygen in a two-step process. The first strain of bacteria,
       Nitrosomonas, converts the toxic ammonia NH3, to NO2- which is nitrite.
       Nitrobacteria is the second strain of bacteria that converts nitrites NO2- to  NO3which is
       nitrate. Nitrate is typically tolerated by most cultured species until it reaches very high
       levels. Controlling nitrate is accomplished by diluting with clean water or by using a
       denitrification chamber which converts nitrate into nitrogen gas. (This is an anaerobic
       process that uses a group of chemoheterotrophic bacteria.) A third method that can be used
       to keep nitrate levels in check is by using  plants. You can have a green water system (using
       algae), a vegetative filter or even use a hydroponic plant filter.

For those of you who are more chemistry minded, here are the nitrification process calculations:

 Nitrosomonas calculation - conversion of ammonia to nitrite

 55 NH4+ + 76 O2 + 5 CO2 ===> C5H7O2N + 52 H2O +54 NO2- + H+
 

Nitrobacteria calculation - conversion of nitrite to nitrate

 400 NO2- + NH4+ + 5 CO2 + 195 O2 + 2 H2O ===> C5H7O2 + 400 NO3- + H+
 


Rotating Biological Contactor:  A biofilter converting ammonia to nitrate
 
 
 
Biofiltration Media
 
                Bio Balls                                            Bio-FillTM

           Biofiltration media is merely a mass of surfaces serving as the attachment basis
       for micro-organisms. The spacing between these surfaces is important, both for
       the passage of water and to provide sufficient room for bacterial growth. The
       biggest cause of biofilter fouling is solid waste, which grows heterotrophic
       bacteria. Always try to filter out all solids prior to your biofilter. Bio Barrels, Bio
       Balls, Bio Strata,  Bio-FillTM, scrub pads, and even sand can be used as biofilter
       media.  It is recommended that you use approximately 300 sq. ft. of  surface area per 100
       lbs. of fish in a warm water recirculating system.  To give a general idea, these manufactured
       media range from 26-370 square feet of surface area per every cubic foot of media
 
 
 
 Stages of Filtration


           Regardless of which type of filtering equipment you decide to use, the important
       thing to keep in mind is to always stage your filtration. It is an all to common
       mistake to design a system that relies too heavily on a single filtering device to
       provide all of the filtering demands that a recirculating system has. By staging your
       filtration, you will find your system performing at or near its peak.
 
 

 Sedimentation - removal of solid wastes from the water

          1. Do whatever is possible to allow fish feces to drop  intact into the waste collection
              area or self-cleaning bottom with  minimal damage. Minimize the use of pumps,
                  aerators and air  diffusers wherever feces is present.

          2. Do not pump the waste prior to separation. Design for  gravity flow (or siphon)
              into a sedimentation tank or basin.  Splashing and turbulence can attach air bubbles
              and break apart  solids. Feces and food particles smaller than 40 microns may not
                         settle without chemical floculents.

          3. Always locate your biofilter after the solids removal  system. Solids provide
              carbon for heterotrophic bacteria which can  foul a biofilter and/or reduce its
                                performance.

           4. Clean both the settling area and filters at least once  a day even if they contain little
                                   waste.

            5. If further filtration is required after sedimentation,  pump the water to an affinity
                         bead clarifier or particulate  filter.
 
 

                                 Sedimentation Basin Design

            Here is a good sedimentation basin design: Wide inlet  (to reduce
            velocity), a surface area of .7 to 1.4 sq. ft.  of basin per gpm flow (for
            feces with a specific gravity  of 1.01 or greater), wide outlet weir (never
            a stand  pipe), no baffles (which increase velocities) and a  simple waste
            drain. A depth of just a few inches is  enough for most designs.
 

Degassing - removal of dangerous gasses from the water
 

  Degassing is a process which is used to remove undesirable gasses, that are present in greater concentrations in the water than would otherwise naturally be found. When they are in this state, such gasses are called supersaturated gasses. A supersaturated gas has a natural tendency, when exposed to an interface between air and water to escape out of the water and into the surrounding air. (This is like in fizzy drinks, where while enclosed in a can and under pressure the gas stays in solution, but when the can is opened the pressure of the liquid reduces suddenly. The ability of the drink to hold such an amount of gas is reduced and the gas has a route to escape through the surface of the drink. The gas forms bubbles in the glass as it tries to escape.)  The main function of a degasser is to create a large interface between the water and the air.  This is achieved in a variety of ways.  One way is by heavy aeration, where the surface area of the bubbles creates a large interface as they rise through the water. Aeration also creates a lot of turbulence, bringing water to the surface where the gas can escape directly to the atmosphere.  Another degassing method is letting the water fall over weirs and cascades, where it is broken up into droplets, thereby increasing the interface. Also commonly used are packed columns, which are vessels filled with a type of media over which the water runs.
A simple degassing column
Air is drawn through the column against the film of water which coats the media. To achieve full degassing, as is desirable with supersaturated nitrogen, it is necessary to create a vacuum at the air water interface, this has the effect of "drawing" the supersaturated gas out of the water at a faster rate than would otherwise be achieved. These devices are known as  vacuum degassers.


Protein Skimmers (Foam Fractionators)
 

    Protein skimmers are helpful in removingdissolved organic material from water, and are beneficial for improving water clarity, aeration and redox potential in marine systems.  These units are often used in conjunction with ozone generators.


Ozone Generators

 
    The use of ozone is increasing in popularity for several reasons:
         1.   It is highly effective in removing organics, pesticides, color  and nitrites.
         2.   It reverts back to oxygen quickly. Unlike chlorine, there are  no detrimental residuals
                             (except in saltwater).
         3.   It is produced on site, with no electricity near the  water.
         4.   It is economical and nonpolluting, when used correctly.
         5.   It can be used as a sterilizer, before, during and after water  is used for aquaculture.
         6.   Ozonization improves biological filtration and particulate  filtration.
         7.   It can remove the biological oxygen demand in the water.
         8.   It oxidizes long chain molecules, which biofiltration cannot  do.

     Ozone is generated by passing air or oxygen through a reaction  vessel, where either
an electric arc, corona discharge (CD), or an ultraviolet (UV) lamp "excites" the
oxygen. In this reaction oxygen molecules separate into atoms of oxygen which
then temporarily recombine with each other to form ozone. When ozone oxidizes
organics only one atom of oxygen is used, leaving one molecule of oxygen.

     Different Types of Ozone  Generators

     Ultraviolet lights with a specific ozone generating wave length  are generally used to
produce low levels of ozone. The slower the  gas moves through the reaction vessel,
the higher the percent of  ozone.

     The corona discharge (CD) type of uses an electric arc similar to sparks or lightning
to produce higher percentages of ozone by  weight. A relatively small CD reaction
vessel can produce a  relatively large volume of ozone. The greater the percentage
of  ozone, the faster the oxidizing reactions take place.

    Ozone can be used in a protein skimmer (foam fractionation  device), where it helps
the process while the vessel allows  capture of the off gas for venting or ozone
destruction. Ozone  works very well in oxygen saturators for the same reasons.


UV Sterilization

 
    Ultraviolet light can be very effective at eliminating viruses, bacteria, algae and fungi.
Since it is the intensity of  light that is doing the killing, we must know how much light
energy to use and how much is reaching the target. Just as some sunglasses and
sunscreens reduce UV intensity, so does discolored  water, temperatures, turbidity,
dirty quartz sleeves, and even some dissolved salts such as sodium thiosulfate. Old
"run down"  lamps also affect the intensity. Even lamp temperatures can reduce
output when operated in cold water temperatures (110°F is  maximum UV output).
    To insure sterile water using UV light, you must first  start with clear water, have a
lamp and flow rate that are sized  to deliver the correct amount of irradiation for the
target  organism (see an exposures list). If a UV light is flow rated for  15,000 mws and
you want 30,000 you can either double the amount of  lamps or reduce the flow by half.

 

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