Catchment Presentation LaRiereta

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    La Riereta catchment:

    Description and monitoring of

    an urban catchment in the

    municipality of Sant Boi de

    Llobregat

    Rodrigo Concha Jopia

    Manuel Gmez Valentn

    Grupo Flumen UPC

    Barcelona

    Content

    Description of La Riereta catchment

    Topographic data

    Rainfall and flow registered data

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    SpainSant Boi de Llobregat

    LaLa RieretaRiereta urban catchmenturban catchment

    Located in Sant Boi de

    Llobregat, city near to

    Barcelona (Spain)

    Characteristics of Sant Boi de

    Llobregat city

    Sant Boi de

    Llobregat, city of

    the metropolitan

    area ofBarcelona

    Population:

    80000

    inhabitants

    Mediterranean

    weather

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    Sant Boi de Llobregat

    Flood Problems in Sant Boi de Llobregat

    Zone in the old town, with flood problems

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    Morphology of the territory

    Deltaic zone ofthe Llobregat,

    near the river

    mouth, close to

    the foothills of

    the Garraf

    mountains

    Barcelona

    Llobregat river

    Hydrological characteristics of La

    Riereta catchment

    Total area: 18 Ha

    Surface slopes of

    7 % to 1 %

    Very impervious

    surface

    Llobregat river

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    La Riereta: main combined sewer

    network

    Catchment boundary

    Flow measurement

    point

    Rainfall

    measurement point

    Topographical data

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    Topographical data

    Raw topographicaldata contained in aCAD file:

    - Manholes rimand invertelevations (not at

    all)- Conduits crosssections

    Rainfall registered data

    Pluviometer Model Campbell

    Scientific ARG-100

    Record of the

    intensities and of

    the total rain

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    Flow Measurement

    Velocity measurement,

    v, with sensor of

    electromagnetic type

    Level measurement, y,

    by means of a

    piezoresistive sensor

    Q = v xA (y)Q =Q = wealthwealthV =V = speedspeed happenshappens

    A =A = areaarea

    Band of assembly(montage)

    Sensor

    Model used

    Flo-tote (Marsh McBirney)

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    Calibration of the flowmeter in situ

    Field Information obtained

    Measurements of rain and f low in

    significant events Selection of the rain events, in agreement

    with the Manual Sewer Rehabilitation (WRc

    1994)

    Minimal rainfall: 5 mm

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    Quality Analysis of the field data

    Checking of informationassociated to hyetogaphs

    Scattergraphs ofQ/y data

    Rainfall and flow registered data

    Jordi

    0

    5

    10

    15

    20

    25

    30

    35

    40

    Intensidadmm/h

    0.00

    0.20

    0.40

    0.60

    0.80

    1.00

    1.20

    113

    25

    37

    49

    61

    73

    85

    97

    109

    121

    133

    145

    157

    169

    Tiempo (min)

    Caudal(m3/s)

    Inte ns i da d C au da l

    Martina

    0

    2

    4

    6

    8

    10

    12

    14

    16

    18

    Intensidadmm/h

    0.00

    0.02

    0.04

    0.06

    0.08

    0.10

    0.12

    0.14

    0.16

    0.18

    110

    19

    28

    37

    46

    55

    64

    73

    82

    91

    100

    109

    118

    Tiempo (min)

    Caudal(m3/s)

    Intensidad Caudal