TY - GEN
T1 - Probabilistic hydrologic simulation of urbanized catchments with sparse data
AU - Cantone, J.
AU - Hollander, Michelle
AU - Schmidt, Arthur
N1 - Publisher Copyright:
© 34th IAHR Congress 2011. All rights reserved.
PY - 2011
Y1 - 2011
N2 - Deterministic modeling of urban stormwater systems requires detailed data describing the sewer network and areas contributing to each sewer. Records describing utility positions, when available, are often incomplete and inaccurate with errors as high as 30%. Similarly, subcatchment data are often unavailable, particularly at the scale of distributed models. Hence, urban hydrologic modeling often requires either costly sewer mapping and field measurements, gross simplification, or both. This paper uses the probabilistic Illinois Urban Hydrologic Model (IUHM), which predicts the hydrologic response of urbanized catchments using the sewer layout and statistical properties of sewers and subcatchments of each order. This allows random sampling, stratified by pipe order, to produce the necessary model inputs, at a fraction of the effort and cost required to obtain data for deterministic modeling. Example applications to catchments in the Chicago area are compared to monitored flows for different levels of sampling.
AB - Deterministic modeling of urban stormwater systems requires detailed data describing the sewer network and areas contributing to each sewer. Records describing utility positions, when available, are often incomplete and inaccurate with errors as high as 30%. Similarly, subcatchment data are often unavailable, particularly at the scale of distributed models. Hence, urban hydrologic modeling often requires either costly sewer mapping and field measurements, gross simplification, or both. This paper uses the probabilistic Illinois Urban Hydrologic Model (IUHM), which predicts the hydrologic response of urbanized catchments using the sewer layout and statistical properties of sewers and subcatchments of each order. This allows random sampling, stratified by pipe order, to produce the necessary model inputs, at a fraction of the effort and cost required to obtain data for deterministic modeling. Example applications to catchments in the Chicago area are compared to monitored flows for different levels of sampling.
KW - Hydrologic modeling
KW - Urban hydrology
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M3 - Conference contribution
AN - SCOPUS:85066150640
T3 - 34th IAHR Congress 2011 - Balance and Uncertainty: Water in a Changing World, Incorporating the 33rd Hydrology and Water Resources Symposium and the 10th Conference on Hydraulics in Water Engineering
SP - 1881
EP - 1888
BT - 34th IAHR Congress 2011 - Balance and Uncertainty
PB - International Association for Hydro-Environment Engineering and Research (IAHR)
T2 - 34th IAHR Congress 2011 - Balance and Uncertainty: Water in a Changing World, Incorporating the 33rd Hydrology and Water Resources Symposium and the 10th Conference on Hydraulics in Water Engineering
Y2 - 26 June 2011 through 1 July 2011
ER -