Production Methods Swann

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    LaDon SwannMississippi-Alabama Sea Grant Consortium

    Auburn University

    Production Methods

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    Production Methods

    Ponds

    Raceways

    Cages and Pens

    Recirculating systems

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    Levee Ponds

    Levee ponds are the most common fishproduction method

    Common food species red drum

    catfish

    trout and salmon

    hybrid striped bass

    tilapia

    cobia

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    Levee Ponds

    Site selection

    topography

    pesticides utilities

    drainage

    wetlands

    clay content

    Types

    Construction

    levee

    depth slope

    water

    drains

    Production rates

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    Site Selection

    Time spentanalyzing a site is

    time well spent. Many problems

    associated withlevee ponds can

    be traced back topoor site selection.

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    Site Selection

    Criteria

    topography

    gentle slope pesticide residuals

    test

    utilities

    essential

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    Site Selection

    Criteria

    drainage

    locate for gravity drainage wetlands

    regulatory difficulties

    clay

    10-20% is idea, but goodponds can be constructedwith less or more.

    depends soil composition

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    Types Spawning

    less than 1 acre

    easy to drain/fill

    Fingerling

    1-5 acres easy to drain/refill

    Finishing 5 acres or larger

    draining

    continual -- no batch -- yes

    5 1-51

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    Spawning

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    Fingerling

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    Finishing

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    Construction

    Ponds last decades when properly constructed.

    $3-5 K per acre

    Components levee

    depth

    slope

    water supply

    drains

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    Levee

    Core trench

    dug to anchor levee

    to existingtopography

    core depth equaldepth of pond

    filled with high claycontent soil

    compacted

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    Levee

    Remove soil fromcentral part ofpond to construct

    levees Add 8-10 layers

    Compact

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    Levee

    20 ft wide main

    harvesting

    equipment 16 ft wide side

    feed trucks

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    Slope

    Horizontal distance in feet for each foot ofheight or a2 + b2 = c2 or s = Rise/Run

    3:1 minimum inside

    3 1

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    Depth

    Shallow end

    2.5-3.5 ft

    prevents rootedplant growth

    Deep end

    6-7 ft (drain)

    preventsunnecessarydraining to harvest

    2.5-3.5 6-7 ft

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    Freeboard

    Freeboard

    height of the levee

    from the watersurface to the topof the levee

    2 ft recommended

    prevents overflow erosion control

    2 ft

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    Water Supply Ponds should be

    able to fill in 7 daysor less

    Use gate or alfalfavalves to controlflow

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    Drain

    Ponds should ableto completely drainin 2 days or less.

    PVC pr galvanized

    Anti-seep collar prevents seepage

    around drain pipe

    collar should be 3times the diameterof the pipe

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    Drain Swivel drain

    Vertical standpipe

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    Production Rates

    Variables

    feed

    aeration harvest method

    continual

    batch

    1,000 to 10,000lbs./acre

    Feed

    Aeration

    Continual Harvesting

    Increased

    Yield

    s

    No Inputs Feed FeedAeration

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    Raceways

    Site selection

    water supply

    location topography

    Types

    series

    parallel

    Construction

    material

    dimensions earthen construction

    concrete construction

    Production rates

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    Site Selection

    Water supply

    use large quantities of water

    gravity springs are most

    economical Location

    near water supply

    Topography

    8-10 percent slope

    18-24 inch water drop

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    Types

    Series

    flow through multipleraces

    Parallel flow through one race

    Series

    Parallel

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    Construction

    Materials any non-toxic material

    must hold water

    Earthen

    Concrete

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    Dimensions

    Ratio of 30:3:1

    aids in water flow

    self-cleaning easier harvest

    For Example: 120 ft x 12 ft x 4 ft

    120 ft

    12 ft

    4 ft

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    Production Rates

    Variables

    feed

    aeration harvest method

    continual

    batch

    20,000 to 45,000lbs./ft3/sec.

    (449 gals/min)

    Feed

    Aeration

    Continual Harvesting

    Increased

    Yield

    s

    No Inputs Feed FeedAeration

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    Cages

    Site selection

    water sources

    water quality Types

    round

    rectangular

    Construction

    bag

    frame feeding ring

    lid

    floatation

    Placement

    Production rates

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    Site Selection

    Types Farm Ponds

    Bays and Fiords

    Open Ocean

    Specifications Freshwater

    1 acre minimum

    4-5 ft. average depth

    Saltwater 70-100 ft

    20 acre barrow pit

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    Types

    Types

    Small cages

    Large net pens Size

    is based oneconomics and

    management

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    Construction

    Sizes

    small cages less than200 ft3.

    large net pens for nearand offshoreproduction

    Materials

    non-toxic

    durable

    retains fish

    allow floatation

    Salmon net pens

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    Cage Placement

    Specifications

    open areas of waterto allow goodcirculation

    provide spacebetween cages

    number dependson size of pond(carrying capacity)

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    Production Rates

    Variables feed

    aeration

    harvest method continual

    batch

    Carrying capacity 10-20 lbs. per ft3

    no more than1,500-2,000 lbs./acre

    Inc

    reased

    Yields

    No Inputs Feed FeedAeration FeedAeration

    Continual Harvesting

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    Recirculating Systems

    Site components

    pump house

    emergency generator 3 phase electricity

    bulk feed storage

    oxygen supply

    building

    System components

    oxygen

    biological filter buffering system

    heaters/chillers

    solids filter

    lighting tanks

    Production rates

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    Site Components

    Building

    Water

    Electricity 3 phase

    Other

    bulk feed

    oxygen tanks

    emergency generator

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    Building

    Pole barn enclosed or semi-enclosed

    access

    foam insulation

    moisture proof floor drains

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    Electricity

    3 phase electricity

    electricity is a majorcost and 3 phase willreduce the expense

    Emergency generator

    in event of power

    outage there is a 30minute window torestore power tosystem.

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    System Components

    Primary biofilter

    solids filter

    tanks

    pump

    buffering system

    Secondary oxygen

    pumps

    heaters/chillers lighting

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    Biological Filter

    Function nitrification

    oxidizes ammonia and nitrite to nitrate

    NO3-NH3

    1 O2

    nitrosomonas nitrobacter

    1 O2NO2-

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    Solids Filter

    Types

    sand filter

    settling chambers inclined tubes

    screen filters

    Function

    settleable (feces and food)

    also some suspended

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    Tanks

    Criteria

    non-toxic

    durable

    corrosion resistant Materials

    fiberglass

    concrete

    plastic

    glass

    others with liners

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    Pump

    Types

    impeller driven

    airlift Purpose

    to return water through system

    usually placed after biofilter

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    Oxygen

    Sources

    aerators

    agitators

    blowers

    ventura pumps

    oxygenation

    packed towers

    U-tubes

    conesPacked tower

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    Bicarbonate Drip

    Rational

    CO2 from respiration

    nitrification is an acidifyingprocess

    Purpose

    add alkalinity to water

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    Other Components

    Lighting

    low light levels reducestress to fish

    Heaters/chillers

    depending on species

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    Production Rates

    Variables

    feed

    aeration harvest method

    continual

    batch

    to 1 lb./gallon Increased

    Yields

    No Inputs Feed FeedAeration FeedAeration

    Continual Harvesting