Wastewater Pump Station Presentation

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    Wastewater Pump Station

    Design for Camp Shelby

    By:Donald Baldwin

    Nakarsha Bester

    Lawrence Oyelami

    Fall2012

    C I V I L

    E N G I N E E R I N G

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    PROJECT SITE AT CAMP SHELBY

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    Selection of Pump Station Location

    Selection of Sewer Route Selection of Pump

    Selection of Pipe Size

    Design of Pump Station

    SCOPE OF WORK

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    DESIGN OF CONSTRAINTS

    Economics- Stay within the allotted budget

    Environmental

    - Fabric Fencing

    - Deforestation

    Sustainability

    - Limiting the number of pump starts

    Construction Ability- Thrust Blocks

    - Wet Well

    Aesthetic

    Safety

    - 100 year flood elevation- authorized access only

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    DESIGN ALTERNATIVESDifferent Routes

    Route 16200 ft

    0 ft2

    Route 25800 ft

    7800 ft2

    Pipe Length

    Total Deforestation

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    DESIGNALTERNATIVES

    VariousPumps

    Kinetic

    Displacement

    Positive

    Displacement

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    DESIGN CRITERIA

    MDEQ Standards:

    Minimum pipe size of 4

    Minimum depth of 3 for buried pipe

    Minimum of 2 pumps

    Minimum velocity of 0.6m/s

    Maximum of 10 successive starts per hour for each pump

    12 continuous exchanges or 30 intermittent exchanges of

    ventilation

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    METHODOLOGY

    Flow Rate

    Total Head

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    METHODOLOGYFlow Rate

    Fixtures No. of Fixtures

    Toilets 17

    Urinals 4

    Sinks 11

    Showers 15

    Fountains 7

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    METHODOLGYTotal Head

    +

    2 + + =

    +

    2 + + +

    =

    2

    EnergyEquation

    FrictionHeadLoss MinorLoss

    = +

    2 1 + +

    Pump Head Loss

    = 2

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    System/Pump Curve

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    PUMP STATION DESIGN

    Wet Well

    Shape of the Wet Well

    Retention

    Successive

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    DESIGNControl System

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    COST ESTIMATE

    Pipe Materials

    Wet Well and Concrete Materials

    Materials Cost

    Installation Cost

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    PIPE MATERIALS

    Pipe Diameter Unit Cost Total Cost

    4" $5.78 $36,389

    6" $9.74 $61,349

    10" $17.72 $111,636

    Description Unit Quantity Unit Price Total

    4" PVC ft 6300 $5.78 $36,389

    Elbows each 12 $9.74 $117

    Clamps each 350 $3.73 $1,306

    Delivery $1,891

    $39,702

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    WET WELL & CONCRETE MATERIALS

    Description Unit Quantity Unit Price Total

    Wet Well yd3 1.57 $396.00 $622

    Foundation yd3 32.99 $396.00 $13,063

    Hatch each 1.00 $75.00 $75

    Rebar ft 200.00 $6.75 $1,350

    Thrust Block yd3 13.50 $396.00 $5,346

    $20,456

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    MATERIALS

    Description Unit Quantity Unit Price Total

    Pump each 2 $7500.00 $15,000

    Controls each 1 $850.00 $850

    Fabric Fence ft 6500 $3.50 $22,750

    Sodding yd2 100 $7.15 $715

    Seeding & Mulching yd2 .20 $1781 $356

    $39,671

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    CONSTRUCTION & INSTALLATION COST

    Description Unit Quantity Unit Price Total

    Equipment hr 500 $45.00 $22,500

    Labor hr 750 $25.00 $18,750

    $41,250

    Miscellaneous $3,967

    Total Cost of Project $145,046

    Professional Fees $14,500

    Project Proposal Cost $159,546

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    PROJECT SCHEDULE9/15/2012 10/1/2012 10/15/2012 11/1/2012 11/15/2012 12/1/2012 12/15/2012 1/1/2013 1/15/2013 2/1/2013 2/15/2013 3/1/2013 3/15/2013 4/1/2013Task

    Meeting with

    Tramone at WGK

    Design Constraint

    Surveying

    Design Proposal &

    Presention

    Methodoloy

    Foundation Design

    Pipe Selection

    Pump Selection

    Wet Well Design

    Design Completion

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    ACKNOWLEDGE

    Dr. Yadong Li P.E., Faculty Advisor

    Mr. Tramone Smith P.E., WGK, Provided of Plans

    Dr. Dantua Leszczynska, Ph.D., Environmental Support

    Dr. Lin Li, P.E. , Geotechnical Support

    Dr. Wei Zheng, P.E., Reinforced Concrete Support

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    QUESTIONS?