Specific Tasks 2013

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    SPECIFIC TASKS: SEWER REHABILITATION

    AND ANALYSIS MEASURES

    Rodrigo Concha Jopia

    FLUMEN Research Group

    Technical University of Catalonia

    Barcelona TECH

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    NEWS!

    Don’t forget to do a small report including: catchment discretization FINISHED

    calibration/validation FINISHED,

    sewer network diagnosis for a T return period design

    rainfall (hopefully finished…)  This report has to be uploaded tomorrow

    Wednesday afternoon

    T has been changed:

    Team 1: 10 years Team 2: 15 years

    Team 3: 20 years

    Team 4: 25 years

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    INTRODUCTION

     After the diagnosisof the La Rieretasewer network

    (analysis under a Tyear return periodrainfall) each teamhas to perform a

    particular analysis.These specifictasks are detailednext

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    TASK Nº1 (TEAM 2)

    Network rehabilitation

    changing sewercharacteristics: crosssections (shape anddimensions), slopes andmaterials

    Do not change the plantlayout of sewer network

    Try to reduce the floodingvolume (hopefully 0)

    Hydraulic performance ofrestored network should

    be better than the non-restored one

    Try that all network worksunder free surface flow

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    TASK Nº2 (TEAM 3)

    Network rehabilitationusing detention basins

    Use of Storage Unitand Weir/Orifice/Pump

    SWMM 5’objects Try to reduce the

    flooding volume(hopefully 0)

    Hydraulic performanceof restored networkshould be better thanthe non-restored one

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    TASK Nº2 (TEAM 3)

    Network rehabilitationusing detention basins

    Use of Storage Unit and

    Weir/Orifice/Pump

    SWMM 5’objects Define initial properties:

    SU: max depth, d/As

    relationship

    Outlet Regulators: cross

    sections, dimensions,

    discharge coefficients

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    TASK Nº3 (TEAM 1)

    Network rehabilitationchanging the impervioussurface catchment area

    Use of catchmentrepresentation method

    Some LIDs: infiltrationtrenches, porouspavements, vegetativeswales, etc.

    Try to reduce the flooding

    volume (Hopefully 0)

    Hydraulic performance ofrestored network shouldbe better than the non-

    restored one

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    TASK Nº3 (TEAM 1)

    Network rehabilitation changing the impervious surfacecatchment area

    catchment representation method

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    TASK Nº4 (TEAM 4)

    Network analysis using a 3-year rainfall time serie data, and to find

    the network sewer security level for surchage and for flooding Make a continuous simulation; consider evaporation losses

    Use of Statistical tool of SWMM 5 for analysis purposes: floodingfrecuency)

    Rainfall analysis: consider duration, mean intensity, volume and

    peak intensity

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    TASK Nº4 (TEAM 4)

    Network analysis using a 3-year rainfall time serie data,and to find the network sewer security level for surchageand for flooding

    Use of Statistical tool of SWMM 5 for analysis purposes:flooding frecuency)

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    KEY INFORMATION SOURCE

    More details about modellingusing SWMM 5 can be found

    in

    Storm Water Management

    Model Applications Manual

    It can be downloaded from

    the official SWMM web pagehttp://www.epa.gov/nrmrl/wswrd/wq/models/swmm/#Downloads 

    http://www.epa.gov/nrmrl/wswrd/wq/models/swmm/http://www.epa.gov/nrmrl/wswrd/wq/models/swmm/