Tuburi Din Beton Precomprimat

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    Precast Concrete Pipe and BoxPrecast Concrete Pipe and Box

    Culverts for Storm WaterCulverts for Storm Water

    Management StructuresManagement Structures

    Tyson H Hicks, PE

    Rinker Materials

    www.concrete-pipe.org

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    Why rainwater harvest?Why rainwater harvest?

    NPDES Phase II Regulations

    Provides supplemental water for non-potable uses.

    Mitigates urban flooding.

    Recharge ground water.

    Provides sustainability

    www.concrete-pipe.org

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    nonnon--potable usespotable uses

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    Provides supplemental water forProvides supplemental water for

    nonnon--po a e usespo a e uses

    www.concrete-pipe.org

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    ga es r an oo ngga es r an oo ng

    Many communities require some type of onsite

    ra nwater storage. orma y, t e storage s es gne to

    accommodate the difference between the pre and post

    develo ed rainfall runoff

    www.concrete-pipe.org

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    ga es r an oo ngga es r an oo ng

    systems utilized in stand alone or in

    conjunction with storm water ponds

    helps control flooding.

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    Sustainability seeks to balance theSustainability seeks to balance theeconomic, social and economiceconomic, social and economicimpacts, recognizing that populationimpacts, recognizing that population

    rowth will continue. Sustainablerowth will continue. Sustainableinfrastructure builds the facilities andinfrastructure builds the facilities and

    structures we need today withoutstructures we need today without

    futurefuture

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    SS Credit 6.1 & 6.2 : Storm Water Design, Quality ControlIntent: Limit disruption of natural water hydrology by reducingimpervious cover, increasing onsite infiltration, reducing oreliminating pollution from storm water runoff.

    WE Credit 1.1 & 1.2 : Water Efficient LandscapingIntent: Limit or eliminate the use of potable water or other

    near the project site for landscape irrigation.

    WE Credit 2.0 : Innovative Wastewater Technologies

    demand while increasing the local aquifer recharge.

    www.concrete-pipe.org

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    Precast Concrete Pipe and Box CulvertPrecast Concrete Pipe and Box Culvert

    Structures for Underground CisternsStructures for Underground Cisterns

    AdvantagesAdvantages: Land above has

    alternate uses.

    Pollution removal-

    SWQ-BMPs

    Maintainable

    ruc ura y oun Minimizes Risk

    www.concrete-pipe.org

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    DESIGN CONSIDERATIONSDESIGN CONSIDERATIONS

    Storage Volume Vs Available Space.

    Structural Design at Shallow Depths.

    .

    Access for Periodic Inspection and

    Maintenance. Design Life & Risk of Premature Failure?

    Cost per CF of storage.

    www.concrete-pipe.org

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    recas n ergroun ys ems a e enserecas n ergroun ys ems a e ense

    100 year design life

    o spec a ac requ rements.

    No floatation possibilities

    -

    Easily Constructed

    Environmentally Friendly- All NaturalMaterials-No chlorides,ethylene's,zincleaching into the soil.

    www.concrete-pipe.org

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    What makes our precast concrete pipe

    and box culvert sections advantageous?

    Simplicity

    Speed of Installation Local Suppliers Non- atented ASTM Specifications

    www.concrete-pipe.org

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    --

    Review:

    ys em oo pr n .

    Pipe Heights of Cover.

    Site Restraints- R.O.W.s,Property Lines, Building

    www.concrete-pipe.org

    Locations, Utilities, etc.

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    -

    One recast i e or Box Culvert canequal the area of 2-3 flexible pipes?

    Reduce number of i e runs andshorten lengths - (Savings onexcavation- backfilling-time of

    Installation-environmental impact). See if a precast box culvert would do

    www.concrete-pipe.org

    the trick.

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    --

    Review the i e la out.

    Review footprint and calculate the

    excavation and backfill savin s.

    This alone will result in significantsavin s.

    Inquire on pipe-system price.

    www.concrete-pipe.org

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    Example Project- Shows the

    vantage

    Project has two separate underground detention systems tostore storm water.

    Both systems were designed using 3 lines of 36 Flexible x104 with manifold/headers each end.

    www.concrete-pipe.org

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    - - x =

    Simplify the fittings

    Consider saddle-tee structuresEnd-Caps

    www.concrete-pipe.org

    .

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    Ste 2 & 3Ste 2 & 3

    Installation

    Savings

    17 x 5x 105=8,925 ft3

    select backfill

    with Flexible Pipe.

    70% additional

    trench width.

    11--60 Elliptical RCP60 Elliptical RCP

    www.concrete-pipe.org 10 x 3 x 112=3,360 ft3

    --

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    Franklin Site Photos

    www.concrete-pipe.org Outlet Structure with weir

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    3 Saddle Tees

    3 Precast Inlet/Outlet

    Structures

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    Inlet Structure

    & Hydraulic Shape

    Forever.

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    - -Franklin, TN

    Project has two separate underground BMPdetention systems to store storm water.

    Both systems were designed using 6 lines of 60 .

    Volume needed 35,300 ft3

    Limiting Factor was existing invert of existingstorm pipe in ROW that system would tie.

    This fixed invert meant 5 max pipe height (dia.)

    .

    www.concrete-pipe.org

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    The Original Layout of 60 Flexible PipeThe Original Layout of 60 Flexible Pipe

    Two I ent ca Systems Separate y Roa way

    6 Lines Each - 60 x 160

    www.concrete-pipe.org

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    Two S stems S lit b Road6 Lines 60 RCP x 152 EACH

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    Franklin, TN

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    MANWAY/INSPECTION PORTS

    www.concrete-pipe.org

    Equalization Piping

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    Manifold & Manway Access

    www.concrete-pipe.org

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    Horizontal La out Flexibilit Horizontal La out Flexibilit

    By USING BENDSBy USING BENDS

    BENDS PROVIDE Flexibility in layout

    Miss Trees!!!!

    Follow Critical

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    a e w u eaa e w u ea

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    The University of Kentucky Dorm Expansion

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    Freedom Center Mall

    e eve opmen ro ec

    254, 680 gallons

    Rainwater used to flush toilets and

    irri ation

    www.concrete-pipe.org

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    www.concrete-pipe.org

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    www.concrete-pipe.org

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    www.concrete-pipe.org

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    www.concrete-pipe.org

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    www.concrete-pipe.org

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    Storm Drainage

    Culverts

    Bridges

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    Parkridge Hospital Phase 1

    a anooga,

    www.concrete-pipe.org

    3 cells of 6 x 3

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    Boxes connected to each other

    All Holes/Weir Slots

    www.concrete-pipe.org

    Cut on Site. onnect w t equa zat on p pes.

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    Parkridge Phase II

    www.concrete-pipe.org

    Twin 8 x 3

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    Detention System

    Ford Dealership

    Total of 312 feet.

    ,

    Double line of 6 x 4 (2 @ 156)

    Total installation time - 5 da s 2 days of excavation.

    1 da to re are sub rade & install

    bedding. 2 days to install & backfill.

    www.concrete-pipe.org

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    Knoxville--Total of 312 feet.ou e ne o x

    www.concrete-pipe.org

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    3-10 Pipe Connections For Flow Equalization

    www.concrete-pipe.org

    - anways e

    4 Endcaps, 1 with Outlet Control Flow Openings

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    Backfill Placed withBackfill Placed with

    g t ac neryg t ac nery

    All Boxes Set In 1 1/2 Days.

    www.concrete-pipe.org

    Backfill Completed By End Of 2nd Day, Ready For

    Pavement.

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    Westshore Yacht Club, Tampa FL

    ,

    256 feet of 10x4 RCB with removable tops

    www.concrete-pipe.org

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    ox u vertox u vert

    ,

    whereas pipe systems may require deeperburial. Design for shallow

    cover w t - oa ng.

    storage is competitive

    with other systems

    www.concrete-pipe.org

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    Why Use Concrete for Your

    Underground Detention System?

    ruc ura n egr y

    Maximize Land Use and Your Investment

    Always a Superior Choice to Flexible Pipe

    Reduce Financial Risk

    True Environmental Benefits

    www.concrete-pipe.org

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    THANK YOU FOR YOUR TIME!!

    www.concrete-pipe.org