확률강우 기반 관거 개선 전⋅후 홍수 피해 개선 효과 분석

Analysis of Flood Damage Mitigation Effects based on Design Rainfall before and after Sewer Improvement
  • 유재환; 
  • 김재준; 
  • 김칠환; 
  • 김병현

초록

This study assesses the increasing risk of urban flooding driven by the rising frequency of localized heavy rainfall caused by climate change and the expansion of impermeable surfaces due to urbanization. The XP-SWMM 2D model was utilized to simulate historical flooding events and evaluate the performance of an upgraded sewer system. Using 2011 rainfall data from the Daegu Meteorological Observatory, simulations were conducted for 30-year and 50-year return periods, considering urban redevelopment and sewer system enhancements. The results indicated no flooding under the 30-year return period scenario with the enhanced sewer system. However, localized flooding occurred in areas with insufficient pipeline capacity under the 50-year return period scenario, primarily due to inadequate drainage infrastructure in specific sections of the basin. The study recommends increasing sewer pipe diameters, modifying flow paths, and implementing Low Impact Development (LID) techniques to mitigate the disruption of the urban water cycle caused by rapid urbanization. Long-term strategies that integrate structural improvements with non-structural measures such as LID are crucial for reducing future flood risks and protecting urban areas vulnerable to flooding.

키워드

design rainfall; XP-SWMM; dual drainage system; flood analysis; urban flooding
제목
확률강우 기반 관거 개선 전⋅후 홍수 피해 개선 효과 분석
제목 (타언어)
Analysis of Flood Damage Mitigation Effects based on Design Rainfall before and after Sewer Improvement
저자
유재환; 김재준; 김칠환; 김병현
DOI
10.14346/JKOSOS.2024.39.6.61
발행일
2024-12
유형
Y
저널명
한국안전학회지
권
39
호
6
페이지
61 ~ 69