Urban flooding disaster simulation method for concave-down overpass bridges by developing SWMM - Details

Author：

Wang, H. (Wang, H..) | Zhang, Y. (Zhang, Y..) (Scholars：张勇) | Tang, Y. (Tang, Y..) | Duan, Z. (Duan, Z..) | Wang, Y. (Wang, Y..)

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Abstract：

To　solve　the　recurrent　flooding　of　concave-down　overpass　bridges　and　the　problem　that　storm　water　management　model　(SWMM)　cannot　simulate　the　water　diffusion　on　the　surface,　a　method　of　urban　flooding　simulation　on　concave-down　overpass　bridge　by　developing　SWMM　was　presented　in　this　paper.　The　method　built　high　precision　DEM　of　overpass　bridge　and　obtained　the　topography　of　bridge.　Then,　the　way　of　junction　flooding　that　was　modeled　by　SWMM　was　developed.　It　made　the　floods　flow　upon　the　topography　of　bridge.　The　method　solved　the　problem　that　the　junction　flooding　does　not　diffuse　on　the　surface　in　traditional　simulation.　The　modeling　of　urban　flooding　process　on　concave-down　overpass　bridge　was　realized.　Results　show　that　this　method　provides　the　support　for　the　prevention　and　treatment　of　urban　flooding　on　overpass　bridges.　©　2016,　Editorial　Department　of　Journal　of　Beijing　University　of　Technology.　All　right　reserved.

Keyword：

Concave-down overpass bridge; Digital elevation model (DEM); Flooding; Strom water management model (SWMM)

Author Community：

[ 1 ] [Wang, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 2 ] [Wang, H.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
[ 3 ] [Zhang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 4 ] [Zhang, Y.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
[ 5 ] [Tang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 6 ] [Tang, Y.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
[ 7 ] [Duan, Z.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 8 ] [Duan, Z.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
[ 9 ] [Wang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 10 ] [Wang, Y.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

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Source ：

Journal of Beijing University of Technology

ISSN： 0254-0037

Year： 2016

Issue： 9

Volume： 42

Page： 1422-1427

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WoS CC Cited Count：

SCOPUS Cited Count： 1

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 6

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