Stochastic rainfall fields time-series for probabilistic flood hazard assessment

Probabilistic flood hazard assessment are usually carried out through juxtaposed reach-wise hydraulic simulations, using as input “representative” hydrographs for the studied return periods - at least by their peak discharge. However, reach-wise approaches have drawbacks, especially in the presence...

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Main Authors: Poulard Christine, Leblois Etienne, Faure Jean-Baptiste
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:E3S Web of Conferences
Online Access:http://dx.doi.org/10.1051/e3sconf/20160704022
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spelling doaj-922f1e61983545adaf36462911045b752021-04-02T14:09:10ZengEDP SciencesE3S Web of Conferences2267-12422016-01-0170402210.1051/e3sconf/20160704022e3sconf_flood2016_04022Stochastic rainfall fields time-series for probabilistic flood hazard assessmentPoulard ChristineLeblois EtienneFaure Jean-BaptisteProbabilistic flood hazard assessment are usually carried out through juxtaposed reach-wise hydraulic simulations, using as input “representative” hydrographs for the studied return periods - at least by their peak discharge. However, reach-wise approaches have drawbacks, especially in the presence of natural or man-made singularities. An approach based on continuous simulation is developed to better assess flood hazard at the scale of the catchment and of the flood regime. A stochastic rainfall fields generator yields continuous times series, thus keeping the variability of the rainfall fields. Catchment-wise rainfall-runoff modelling, completed when necessary by a hydraulic model, allows to reproduce the individual and combined response of each feature to a heterogeneous rainfall event. The current CPU performances allow to process long rainfall time-series, but the codes have to be adapted to deal with unusually long input and output files. Local flood quantiles are then derived from discharge time-series, and flooding probability can be derived from local inundation frequency. This approach can be used in all contexts, urban floods or catchment-scale management; the modules have just to be chosen accordingly. This approach offers many perspectives, and in particular to better estimate local expected annual damages using damages time-series and multivariate damage curves.http://dx.doi.org/10.1051/e3sconf/20160704022
collection DOAJ
language English
format Article
sources DOAJ
author Poulard Christine
Leblois Etienne
Faure Jean-Baptiste
spellingShingle Poulard Christine
Leblois Etienne
Faure Jean-Baptiste
Stochastic rainfall fields time-series for probabilistic flood hazard assessment
E3S Web of Conferences
author_facet Poulard Christine
Leblois Etienne
Faure Jean-Baptiste
author_sort Poulard Christine
title Stochastic rainfall fields time-series for probabilistic flood hazard assessment
title_short Stochastic rainfall fields time-series for probabilistic flood hazard assessment
title_full Stochastic rainfall fields time-series for probabilistic flood hazard assessment
title_fullStr Stochastic rainfall fields time-series for probabilistic flood hazard assessment
title_full_unstemmed Stochastic rainfall fields time-series for probabilistic flood hazard assessment
title_sort stochastic rainfall fields time-series for probabilistic flood hazard assessment
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2016-01-01
description Probabilistic flood hazard assessment are usually carried out through juxtaposed reach-wise hydraulic simulations, using as input “representative” hydrographs for the studied return periods - at least by their peak discharge. However, reach-wise approaches have drawbacks, especially in the presence of natural or man-made singularities. An approach based on continuous simulation is developed to better assess flood hazard at the scale of the catchment and of the flood regime. A stochastic rainfall fields generator yields continuous times series, thus keeping the variability of the rainfall fields. Catchment-wise rainfall-runoff modelling, completed when necessary by a hydraulic model, allows to reproduce the individual and combined response of each feature to a heterogeneous rainfall event. The current CPU performances allow to process long rainfall time-series, but the codes have to be adapted to deal with unusually long input and output files. Local flood quantiles are then derived from discharge time-series, and flooding probability can be derived from local inundation frequency. This approach can be used in all contexts, urban floods or catchment-scale management; the modules have just to be chosen accordingly. This approach offers many perspectives, and in particular to better estimate local expected annual damages using damages time-series and multivariate damage curves.
url http://dx.doi.org/10.1051/e3sconf/20160704022
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AT lebloisetienne stochasticrainfallfieldstimeseriesforprobabilisticfloodhazardassessment
AT faurejeanbaptiste stochasticrainfallfieldstimeseriesforprobabilisticfloodhazardassessment
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