HydroAsia Final Presentation. 2010 team Purple Reducing Flood Damage by Increasing Green Area

Preview:

Citation preview

TEAM PURPLE 2010HydroAsia

Final Presentation

2010 team Purple2010 team Purple

PURPLE TEAM CONCEPT

Reducing Flood Damage by Increasing Green Area

2010 team Purple2010 team Purple

subcatchments

Runoff coefficient:Between 0.7 and 0.8

Areaalmost totally

impervious0.75

0.75

0.80

0.74 – 0.8

2010 team Purple2010 team Purple

subcatchments

Runoff coefficient:Between 0.3 and 0.8

0.45

0.45

0.45

0.80

2010 team Purple2010 team Purple

Increase of green areas (Bioretention cells,vegetation), with depression storage

Increases well-being and quality of life of the city's inhabitants, environmentally friendly

Possibility to use low impact development also, new technologies.

Stormwater Management solutions for runoff control

2010 team Purple2010 team Purple

Green parking design : utilizing alternative pavers in overflow parking areas◦ Depression storage 1.5mm◦ Capillary suction: 10 mm◦ Manning’s N: 0;03

Permeable pavement : allows stormwater to drain through the porous surface to a stone reservoir underneath. The reservoir temporarily stores surface runoff.

Stormwater Management solutions for high urbanized areas

10% of total area =40 000 m3

storage

2010 team Purple2010 team Purple

Overview-Incheon Gyo Watershed-Method

2010 team Purple2010 team Purple

Incheon Gyo Watershed

2010 team Purple2010 team Purple

ArcGIS: catchment model

Triangular Irregular Network

•Contour•Manholes

Raster

Building and Road Layers

Digital Elevation Model

2010 team Purple2010 team Purple

Incheon Gyo DEM

2010 team Purple2010 team Purple

Rainfall runoff process for urban catchment

Water level B.C

Hydrograph based on runoff

Rainfall ImperviousnessCatchment

area

Surface

• Water level• Discharge: Q

DEM→Roads

Roads+Storage

Routing

Sewage network

• Water level• Discharge Q

BasinManhol

e

Sewer pipe flow

FLOOD AREA

Hydrological Model

Hydraulic Model

2010 team Purple2010 team Purple

Flood AnalysisProcess Flowchart

MIKE ZERO

DEM

MIKE 21MIKE 21

Simulating the surface flow Simulating the sewer network flow

MOUSE

Analysis Results

Results

2010 team Purple2010 team Purple

Preparation of Analysis

Sewer Network Checking

2010 team Purple2010 team Purple Here!

Sewer Network Problems(1)

2010 team Purple2010 team Purple

Sewer Network Problems(1)

2010 team Purple2010 team Purple

Sewer Network Problems(2)(too Low Elevation of Manhole )

2010 team Purple2010 team Purple

Sewer Network Problems(2)

2010 team Purple2010 team Purple

BackgroundFlood in Incheon Gyo 1997

2010 team Purple2010 team Purple

0

10

20

30

40

50

60

70

80

Rainfall Intensity

Rainfall Intensity

Rain

fall

Inte

nsit

y [m

m/h

]

Time

Outline of 1997Flood in Incheon Gyo

:Flood Area

Impervious Area Distribution and Flood Area Distribution

2010 team Purple2010 team Purple

Simulations-Current Conditions-Landuse modifications

2010 team Purple2010 team Purple

MIKE21: ◦ Manning Number: 32 →(at green area: 25)◦ Rainfall: Aug. 4 1977 4:00am-6:00pm for all

Catchments◦ Tidal Data

MOUSE:◦ Tidal Data at 3 Nodes(Outlets)◦ Rainfall: Aug. 4 1997 4:00am-6:00pm for all

Catchments◦ Runoff Coefficient: 75%-80% (at Green Area: 45%)

Simulation Conditions

2010 team Purple2010 team Purple

2010 team Purple2010 team Purple

Buildings and Roads Distribution

•Total Simulation Area: 33.95km2

2010 team Purple2010 team Purple

Simulation Result1(Current)• Current Landuse • Manning No.: 32• Total Simulation Area: 33.95km2

: Flood Areas

2010 team Purple2010 team Purple

Ideas of Landuse Changing

: Green Area

Total “green area increase”: 3km2

Total Simulation Area: 33.95km2

: new urban environment technologies (pavements, roads)

2010 team Purple2010 team Purple

Boundary Condition after Landuse Changing

MIKE21: ◦ Manning Number: Green Area: 25 Other Area: 32◦ Rainfall: Aug. 4 1977 4:00am-6:00pm for all Catchments◦ Tidal Data

MOUSE:◦ Tidal Data at 3 Nodes(outlets)◦ Rainfall: Aug. 4 1997 4:00am-6:00pm for all Catchments◦ Runoff Coefficient: Green Area: 45% Other Area: 75%-80%

2010 team Purple2010 team Purple

Simulation Result Video (existing conditions)

2010 team Purple2010 team Purple

Simulation Result Video (Modified)

2010 team Purple2010 team Purple

Simulation Result2(Proposal)

: Flood Areas

2010 team Purple2010 team Purple

Comparison

Flood Areas (Before Changing Landuse)

Flood Areas (After Changing Landuse)

: No Green Area added: flood area: 43.7ha (486cells)

:With 336ha Green Area added:Flood area: 11.8ha (132cells)

2010 team Purple2010 team Purple

What we achieved◦ Built DEM from contours and manholes using ArcGIS◦ Modeling Incheon catchment with Mike 21 ◦ Simulate sewer flow by MOUSE with many scenarios.◦ Combine 2 DHI model: MOUSE and Mike 21 together.◦ Studied the idea of increasing Green Area to reduce flood in Incheon.

What we got◦ Good chance to study together with many students from different

countries. ◦ Improved teamwork skill. ◦ Understanding the softwares: ArcGIS, Mike 21, Mike Flood, MOUSE…

For their help, special thanks to◦ Professor Philippe Gourbesville - University of Nice Sophia Antipolis ◦ Professor Shie Yui Liong - National University of Singapore◦ Professor Gye-Woom Choi - University of Incheon◦ Anne Gaedeke, University BTU Cottbus

Conclusion

2010 team Purple2010 team Purple

Enjoy!

2010 team Purple2010 team Purple

Thank You for Your Attention!!

Recommended