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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Main Authors: K. Kobayashi, S. Otsuka, Apip, K. Saito
Format: Article
Language:English
Published: Copernicus Publications 2016-08-01
Series:Natural Hazards and Earth System Sciences
Online Access:http://www.nat-hazards-earth-syst-sci.net/16/1821/2016/nhess-16-1821-2016.pdf
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spelling 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
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AT apip ensemblefloodsimulationforasmalldamcatchmentinjapanusing10and2kmresolutionnonhydrostaticmodelrainfalls
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