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ID 111089
Title Alternative
AN INUNDATION INSIDE THE LEVEE ANALYTICAL METHOD THAT CONSIDERED THE BASE FLOW OF THE DRAINAGE CANAL
Author
Miyoshi, Manabu
Aki, Hiroshi
Keywords
inundation inside the levee analysis
base-flow
runoff-coefficient
runoff from mountainous
Content Type
Journal Article
Description
An inundation inside the levee analytical method that considered the base-flow of the drainage canal was considered for the suburban area where the mountainous district and the field were contained, and the drainage-canal flowed. The base-flow is presumed from the unsteady flow calculation using the water-levels data of the drainage-canal observed at low-water, and applied to an inundation inside the levee model. The analytical method of the present study was applied to inundation inside the levee in Nishisuga region in Tokushima city that had been generated by Typhoon No. 11 in 2014. The following results were achieved. (1)The water-levels in drainage-canal could be reproduced when it was flooded. (2)The runoff-coefficient presumed by the analytical modeling and the runoff-coefficient calculated from material concerning the land-uses were roughly corresponding. (3)The ratio of the base-flow at the flood peak was estimated to be about 50%. The importance of the evaluation of the base-flow was suggested.
Journal Title
Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
ISSN
2185467X
Publisher
公益社団法人 土木学会
Volume
72
Issue
4
Start Page
I_139
End Page
I_144
Published Date
2016
Remark
掲載巻号の別名:水工学論文集第60巻
Rights
© 2016 公益社団法人 土木学会
EDB ID
DOI (Published Version)
URL ( Publisher's Version )
FullText File
language
jpn
TextVersion
Publisher
departments
Science and Technology