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Concrete Reservoirs (Every Tank is Unique)

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  • Concrete Reservoirs(Every Tank is Unique)

  • Date Title 2

    Garden Home

    5th Street Reservoir

    Waluga Reservoir #2

  • 5th Street Lebanon

    Date Title 3

  • 5th Street Lebanon

    Date Title 4

  • Waluga Reservoir #2

    Date Title 5

    OBECs OFFICE

  • Waluga Reservoir #2

    Date Title 6

  • Garden Home

    Date Title 7

  • Garden Home

    Date Title 8

  • Reservoir Facts

    5th StreetType: Prestressed

    Height: 45

    Diameter: 124

    Volume: 4MG

    Roof Type: Flat Slab

    Seismic: 0.67g

    Bid Cost: $1.9M

    Waluga #2Type: Prestressed

    Height: 36

    Diameter: 131

    Volume: 3.5MG

    Roof Type: Dome

    Seismic: 0.98g

    Bid Cost: $2.0M

    Garden HomeType: Prestressed

    Height: 37-5

    Diameter: 89-4

    Volume: 1.75MG

    Roof Type: Flat Slab

    Seismic: 0.97g

    Bid Cost: ~$1.8M

  • Why Prestressed Concrete?

    1

  • Reservoir Options

    Fiberglass

    Steel

    Concrete

    Bolted

    Welded

    Cast-in-Place

    Prestressed

  • Bolted Steel

  • Welded Steel

  • Cast-in-Place Concrete

    Date Title 14

  • Prestressed Concrete

    Date Title 15

  • Types of Prestressed TanksPrestressed

    Wire Wrapped Post Tensioned

  • Types of Prestressed Tanks

    Type I Type II Type III Type IV D115

  • Advantages of Prestressed

    Low Initial Cost* No Coating Requirements Low Maintenance Long Life Good Water Tightness Good Seismic Performance

  • Reservoir Type by Size

    0

    0.5

    1

    1.5

    2

    2.5

    3

    3.5

    44+

    C

    a

    p

    a

    c

    i

    t

    y

    (

    M

    G

    )

  • Pre-stressed Cost EfficiencyC

    a

    p

    a

    c

    i

    t

    y

    (

    M

    G

    )

    D/H Ratio

    0

    2

    4

    6

    8

    10

    1 1.5 2 2.5 3 3.5 4

  • 5th Street

    4 Million Gallons of Storage Alternatives Study Cost/Maintenance

  • WR2

    3.5 Million Gallons WR1 - Concrete Cost / Maintenance

  • Garden Home

    Replacing 2 Steel Tanks Existing Site 1.75 Million Gallons Owner Preference

  • Structural Design Considerations

    2

  • Design Considerations

    Structural Considerations Design Criteria Floor/Foundation Roof Type Seismic Detailing Construction Staging

  • Non-Structural Design Considerations

    3

  • Design Considerations

    Non-Structural Considerations Tank Mixing Aesthetics Piping Instrumentation Bidding/Schedule Public Involvement

  • 5th Street Lebanon

    4

    Site Layout Piping Alternate Bidding

  • 5th Street Lebanon (Site Layout)

    Date Title 29

    2MG

    New 2MG Tank #2

    New 4MGTank

    New 2MG Tank #1

    New 4MGTank

  • 5th Street Lebanon (Piping)

    Date Title 30

    2MG

    New 4MGTank

  • 5th Street Lebanon

    Alternative Bidding:D115 vs D110 Type 1

  • Waluga Reservoir 2

    5

    Foundation Roof Type Site Constraints Public Involvement*

  • WR2 (Foundation)

  • WR2 (Dome Roof)

  • WR2 (Site Constraints)

  • Garden Home

    6

    Seismic Detailing Aesthetics Tank Mixing

  • Garden Home (Seismic)

  • Garden Home (Seismic)

  • Garden Home (Seismic)

  • Garden Home (Seismic)

    Cable Specs

    Diameter = 0.6Spacing = 4-ftStrand/bundle = 10

  • Garden Home (Seismic)

  • Garden Home (Aesthetics)

  • Garden Home

    Date Title 43

  • Garden Home (Tank Mixing)

  • Garden Home (Tank Mixing)

    Passive vs. Active Mixing

  • Conclusions

    Strong Partnerships Collaboration leads to Innovation Every tank is unique