Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls
This paper presents a study on short-term ensemble flood forecasting specifically for small dam catchments in Japan. Numerical ensemble simulations of rainfall from the Japan Meteorological Agency nonhydrostatic model (JMA-NHM) are used as the input data to a rainfall–runoff model for predicting riv...
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Copernicus Publications
2016-08-01
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doaj-08d94b2a11634b659534d37d5c5cfc652020-11-24T23:54:03ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812016-08-011681821183910.5194/nhess-16-1821-2016Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfallsK. Kobayashi0S. Otsuka1Apip2K. Saito3Research Center for Urban Safety and Security, Kobe University, 1-1 Rokkodai-machi, Nada-ku, Kobe, 657-8501, JapanRIKEN Advanced Institute for Computational Science, Kobe, JapanResearch Centre for Limnology, Indonesian Institute of Sciences (LIPI), Bogor, IndonesiaMeteorological Research Institute, Tsukuba, JapanThis paper presents a study on short-term ensemble flood forecasting specifically for small dam catchments in Japan. Numerical ensemble simulations of rainfall from the Japan Meteorological Agency nonhydrostatic model (JMA-NHM) are used as the input data to a rainfall–runoff model for predicting river discharge into a dam. The ensemble weather simulations use a conventional 10 km and a high-resolution 2 km spatial resolutions. A distributed rainfall–runoff model is constructed for the Kasahori dam catchment (approx. 70 km<sup>2</sup>) and applied with the ensemble rainfalls. The results show that the hourly maximum and cumulative catchment-average rainfalls of the 2 km resolution JMA-NHM ensemble simulation are more appropriate than the 10 km resolution rainfalls. All the simulated inflows based on the 2 and 10 km rainfalls become larger than the flood discharge of 140 m<sup>3</sup> s<sup>−1</sup>, a threshold value for flood control. The inflows with the 10 km resolution ensemble rainfall are all considerably smaller than the observations, while at least one simulated discharge out of 11 ensemble members with the 2 km resolution rainfalls reproduces the first peak of the inflow at the Kasahori dam with similar amplitude to observations, although there are spatiotemporal lags between simulation and observation. To take positional lags into account of the ensemble discharge simulation, the rainfall distribution in each ensemble member is shifted so that the catchment-averaged cumulative rainfall of the Kasahori dam maximizes. The runoff simulation with the position-shifted rainfalls shows much better results than the original ensemble discharge simulations.http://www.nat-hazards-earth-syst-sci.net/16/1821/2016/nhess-16-1821-2016.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
K. Kobayashi S. Otsuka Apip K. Saito |
spellingShingle |
K. Kobayashi S. Otsuka Apip K. Saito Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls Natural Hazards and Earth System Sciences |
author_facet |
K. Kobayashi S. Otsuka Apip K. Saito |
author_sort |
K. Kobayashi |
title |
Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
title_short |
Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
title_full |
Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
title_fullStr |
Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
title_full_unstemmed |
Ensemble flood simulation for a small dam catchment in Japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
title_sort |
ensemble flood simulation for a small dam catchment in japan using 10 and 2 km resolution nonhydrostatic model rainfalls |
publisher |
Copernicus Publications |
series |
Natural Hazards and Earth System Sciences |
issn |
1561-8633 1684-9981 |
publishDate |
2016-08-01 |
description |
This paper presents a study on short-term
ensemble flood forecasting specifically for small dam catchments in Japan.
Numerical ensemble simulations of rainfall from the Japan Meteorological
Agency nonhydrostatic model (JMA-NHM) are used as the input data to a
rainfall–runoff model for predicting river discharge into a dam. The
ensemble weather simulations use a conventional 10 km and a high-resolution
2 km spatial resolutions. A distributed rainfall–runoff model is
constructed for the Kasahori dam catchment (approx. 70 km<sup>2</sup>) and applied
with the ensemble rainfalls. The results show that the hourly maximum and
cumulative catchment-average rainfalls of the 2 km resolution JMA-NHM
ensemble simulation are more appropriate than the 10 km resolution rainfalls.
All the simulated inflows based on the 2 and 10 km rainfalls become larger
than the flood discharge of 140 m<sup>3</sup> s<sup>−1</sup>, a threshold value for
flood control. The inflows with the 10 km resolution ensemble rainfall are
all considerably smaller than the observations, while at least one simulated
discharge out of 11 ensemble members with the 2 km resolution rainfalls
reproduces the first peak of the inflow at the Kasahori dam with similar
amplitude to observations, although there are spatiotemporal lags between
simulation and observation. To take positional lags into account of the
ensemble discharge simulation, the rainfall distribution in each ensemble
member is shifted so that the catchment-averaged cumulative rainfall of the
Kasahori dam maximizes. The runoff simulation with the position-shifted
rainfalls shows much better results than the original ensemble discharge
simulations. |
url |
http://www.nat-hazards-earth-syst-sci.net/16/1821/2016/nhess-16-1821-2016.pdf |
work_keys_str_mv |
AT kkobayashi ensemblefloodsimulationforasmalldamcatchmentinjapanusing10and2kmresolutionnonhydrostaticmodelrainfalls AT sotsuka ensemblefloodsimulationforasmalldamcatchmentinjapanusing10and2kmresolutionnonhydrostaticmodelrainfalls AT apip ensemblefloodsimulationforasmalldamcatchmentinjapanusing10and2kmresolutionnonhydrostaticmodelrainfalls AT ksaito ensemblefloodsimulationforasmalldamcatchmentinjapanusing10and2kmresolutionnonhydrostaticmodelrainfalls |
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