2021
DOI: 10.3390/w13233438
|View full text |Cite
|
Sign up to set email alerts
|

Case Study of Urban Flood Inundation—Impact of Temporal Variability in Rainfall Events

Abstract: This study aimed to calculate and analyze total overflows that accumulate in urban manholes in the target drainage basin of Samsung-dong, Seoul in heavy rainfall events with different temporal distribution characteristics, using the EPA’s Storm Water Management Model (EPA-SWMM model). Inundation behaviors were analyzed using the two-dimensional flood model (FLO-2D). The extreme rainfall events were produced using different exceedance probability Huff distributions for different durations and return periods, su… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
4

Relationship

0
4

Authors

Journals

citations
Cited by 4 publications
(2 citation statements)
references
References 25 publications
0
2
0
Order By: Relevance
“…FLO-2D developed by O'Brien [23] is an effective way for debris flow simulation and has been widely applied in previous case studies [30][31][32][33][34]. In this work, the flow velocity and flow depth of the Boshuigou debris flow under the 100-year return-period rainfall and 50-year return-period rainfall were investigated.…”
Section: Fluid Feature Of the Debris Flowmentioning
confidence: 99%
“…FLO-2D developed by O'Brien [23] is an effective way for debris flow simulation and has been widely applied in previous case studies [30][31][32][33][34]. In this work, the flow velocity and flow depth of the Boshuigou debris flow under the 100-year return-period rainfall and 50-year return-period rainfall were investigated.…”
Section: Fluid Feature Of the Debris Flowmentioning
confidence: 99%
“…In cases where near-real-time or forecasted flood mapping is needed for mitigation and recovery efforts, hydrodynamic models can be used. Many hydrodynamic models have been employed for flood mapping such as 1 and 2 dimensional HEC-RAS models (Farooq et al, 2019;Salman et al, 2021;Tamiru and Dinka, 2021;Namara et al, 2022;Vashist and Singh, 2023), LISFLOOD-FP (Amarnath et al, 2015;Rahimzadeh et al, 2019;Rajib et al, 2020;Nandi and Reddy, 2022), and FLO-2D (Haltas et al, 2016;Erena et al, 2018;Cruz et al, 2019;Li et al, 2021) to name a few. These models are commonly used in practice and provide the basis for some of the flood risk information sources mentioned above.…”
Section: Introductionmentioning
confidence: 99%