@article{ART002047356},
author={Se Jin Jeung and Hong, Il and Kim Byung Sik},
title={Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change},
journal={Crisisonomy},
issn={2466-1198},
year={2015},
volume={11},
number={10},
pages={237-255}
TY - JOUR
AU - Se Jin Jeung
AU - Hong, Il
AU - Kim Byung Sik
TI - Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change
JO - Crisisonomy
PY - 2015
VL - 11
IS - 10
PB - Crisis and Emergency Management: Theory and Praxis
SP - 237
EP - 255
SN - 2466-1198
AB - The design approach of the drainage system has limitation not to consider the extreme rainfall condition of which I-D-F curve is non-stationary by climate change and variability. Therefore, the assumption that the I-D-F curve is stationary to design drainage system maybe not available in the climate change, because climate change has changed the characteristics of extremes rainfall event to be non-stationary. In this paper, design rainfall by rainfall duration and non-stationary I-D-F curve are derived by the conditional GEV distribution. Furthermore, the effect of design flood discharge with increase of rainfall intensity was analyzed by distributed rainfall-runoff model, S-RAT. Although there are some difference by rainfall duration, the traditional I-D-F curves underestimates the extreme rainfall events for high-frequency rainfall condition. As a result, this paper suggests that traditional I-D-F curves could not be suitable for the design of drainage system under climate change condition.
KW - climate change;non-stationary;I-D-F curves;S-RAT
DO -
UR -
ER -
Se Jin Jeung, Hong, Il and Kim Byung Sik. (2015). Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change. Crisisonomy, 11(10), 237-255.
Se Jin Jeung, Hong, Il and Kim Byung Sik. 2015, "Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change", Crisisonomy, vol.11, no.10 pp.237-255.
Se Jin Jeung, Hong, Il, Kim Byung Sik "Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change" Crisisonomy 11.10 pp.237-255 (2015) : 237.
Se Jin Jeung, Hong, Il, Kim Byung Sik. Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change. 2015; 11(10), 237-255.
Se Jin Jeung, Hong, Il and Kim Byung Sik. "Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change" Crisisonomy 11, no.10 (2015) : 237-255.
Se Jin Jeung; Hong, Il; Kim Byung Sik. Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change. Crisisonomy, 11(10), 237-255.
Se Jin Jeung; Hong, Il; Kim Byung Sik. Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change. Crisisonomy. 2015; 11(10) 237-255.
Se Jin Jeung, Hong, Il, Kim Byung Sik. Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change. 2015; 11(10), 237-255.
Se Jin Jeung, Hong, Il and Kim Byung Sik. "Non-stationary Intensity-Duration-Frequency Curves & Design Flood for Drainage System Design Coping with Climate Change" Crisisonomy 11, no.10 (2015) : 237-255.
