Team Blue - HydroAsia

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Introduction Flood occurrence in Incheon Gyo watershed due to: • Mild slope of the watershed • High rate of impervious area (urban area) • Abundant rainfall in wet season • Sewer network capacity Elevation 5.4~24.0 m (EL+) Avg. Slope 0.01 % 33.1% of area is less than 7m (EL+) Avg. of Rainfall : 1,702.3 mm/year • Effect of Sea Level
Objectives The objectives of this project are: - Runoff analysis based on rainfall data and DEM - Simulation of Incheon Gyo watershed for the flood Aug 1997 - Validation of simulation results by measurement data - Discuss recommendations for management of Incheon Gyo watershed - Discuss alternative solutions for flood prevention in the lower valley of the river
Page 1 and 2: Study on Urban Drainage Modeling in
Page 3 and 4: Team Blue Name: Nguyen Thi Thu Ha N
Page 5 and 6: Team Blue Name: Lei Shi Nationality
Page 7 and 8: Team Blue Name: Xuan Wang Nationali
Page 9 and 10: Team Blue Wuhan University Qiang Zh
Page 11: Introduction Flood occurred in Inch
Page 15 and 16: Models for urban area 1. Rationale
Page 17 and 18: MOUSE - Runoff Modeling Time Area C
Page 19 and 20: MOUSE - Pipe flow computation
Page 21 and 22: MOUSE - Result Water Level at diffe
Page 23 and 24: MIKE SWMM - Example domain Given: S
Page 25 and 26: MIKE SWMM - Example domain [m] [m3/
Page 27 and 28: Hydro-BEAM - Result 30 25 20 15 10
Page 29: Target in the Workshop Try to impro

Team Blue - HydroAsia

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