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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EDP Sciences
2016-01-01
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Online Access: | http://dx.doi.org/10.1051/e3sconf/20160704022 |
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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 |
work_keys_str_mv |
AT poulardchristine stochasticrainfallfieldstimeseriesforprobabilisticfloodhazardassessment AT lebloisetienne stochasticrainfallfieldstimeseriesforprobabilisticfloodhazardassessment AT faurejeanbaptiste stochasticrainfallfieldstimeseriesforprobabilisticfloodhazardassessment |
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