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2D hydrodynamics of Pearl River Estuary using Delft3D Flexible Mesh Li Li University of Hamburg Qinghua Ye Deltares Arthur van Dam Deltares 
Delft Software Days 2014
Content of Presentation 
•Significance 
•Objectives 
•Approach 
•Model setup 
•Future work
Significance 
Threaten from the sea, e.g. storm 
surge and typhoon 
Threaten from the river, extreme 
rainfall flooding risk caused by 
storm surge becomes the major risk 
along the coastal area in the world. 
These two threatens happen 
nearly every year in Pearl River 
Delta after 2000. 
Huge loss every year(half billion 
dollars last year) 
Fig. 1: Location of research area, Pearl 
River Delta
Objectives 
•To understand the interaction between marine system and river system during the typhoon period. 
• 
•To model the flooding inundation caused by typhoons 
•To use the economic losses as quantified index . 
•Uncertainty analysis (typhoons from different direction and intensity, etc) 
•Inundation simulation along coastline area is highly depend on the accurate coastline definition, Delft3D Flexible Mesh model can properly resolve the complicated coastline area with various topography and forcing using unstructured mesh.
Approach 
Risk Assessment & Climate Adaptation and Mitigation Strategies 
Delft3D Flexible Mesh including D-Flow Flexible Mesh + WES 
GIS-based topological analyses 
Flooding Inundation 
Inland flooding (heavy rains and peak flows) 
Coastal flooding (storm surges and tide) 
Topographic Exposition 
Main Threats
Mesh Generation 
(HK model ,Detalres,1980-2014) 
(Geerstmaar, 2013)
Final Mesh
Bathymetry 
Fig. 3 Combine bathymetry with patches 
(HK model ,Detalres,1980-2014) 
(Geerstmaar, 2013)
Boundary Conditions 
•Sea side , 10 astronomic tidal components are used. 
•River side, pearl river average discharge every year in wet and dry seasons.
Input Parameters 
•Timestep: 60 s 
•Roughness: Manning 0.023 (constant), future using spatial varying value 
•Running time: one month in wet season and dry season separately 
•Cell size: from ~100 m to ~1000 m 
•Domain area: 33,000 km2 
•Number of cells: 48640 cells, 56092 nodes
Calibration 
4 points for the calibration is selected for water level and discharge in wet and dry seasons. They are, 
Gaoyao(river side) 
Shijiao (river side) 
Makou(river side) 
Kat o(sea side) 
Gaoyao 
Makou 
Shijiao 
Kat O
Makou Wet Season Measured Discharge (1999.07) 
0 
0,5 
1 
1,5 
2 
2,5 
3 
1 
3 
5 
7 
9 
11 
13 
15 
17 
19 
21 
23 
25 
27 
29 
Discharge()m3/s 
Makou Wet Season Daily 
Discharge(m3/s) 
10 4
Makou Dry Season Measured Daily Discharge (1999.12) 
0 
500 
1000 
1500 
2000 
2500 
3000 
3500 
1 
3 
5 
7 
9 
11 
13 
15 
17 
19 
21 
23 
25 
27 
29 
31 
Discharge (m3/s) 
Makou Dry Season 
Daily 
Discharge(m3/s)
Kat O Station Tidal Level (2002.10.18-2002.10.23, hourly) 
-0,8 
-0,6 
-0,4 
-0,2 
0 
0,2 
0,4 
0,6 
0,8 
1 
15:00 
21:00 
03:00 
09:00 
15:00 
21:00 
Water level (mC.D.) 
Kat O tidal level 
Measurement 
Modelingl
Future Work 
•Add the land mesh part for the inundation simulation 
•3 typical typhoon cases in different route and intensity 
•Validate the inundation area using satellite image 
•Applications
The Digital Elevation Model -> mesh on land
Future Work 
•Add the land mesh part for the inundation simulation 
•3 typhoon cases in different route and intensity 
•Validate the inundation area using satellite image 
•Applications
Typhoon Dujuan in 2003(Middle route) 
Track of Dujuan:29 August – 3 September 2003
Typhoon Utor in 2001(East route) 
Track of Utor : 30 June – 1 July 2001
Typhoon Koppu in 2009(west route) 
Track of Koppu:11 September – 16 September 2009
Future Work 
•Add the land mesh part for the inundation simulation 
•3 typhoon cases in different route and intensity 
•Validate the inundation area using satellite image 
•Applications
Inundation Area from Satellite Image
Applications 
•Operational appliaction 
•Hindcast application 
•Forecast application 
Requirement 
•Meteorology data 
•Typhoon data 
•Satellite image 
•Bathymetry 
Model system 
•Inundation area 
•Water level 
Application 
•Urban planning 
•Emergency management 
•Economic lost evaluation
Reference 
•Ying LI, Lianshou Chen, Shengjun Zhang. STATISTICAL CHARACTERISTICS OF TROPICAL CYCLONE MAKING LANDFALLS ON CHINA. JOURNAL OF TROPICAL METEOROLOGY,2009, 20(1): 14-23. 
•YUAN Jin nan, ZHEN Bin.Yearly variation features of tropical cyclone and its precipitation in Guangdong Province of China. JOURNAL OF NATURAL DISASTERS, 2008,17(3):140-147. 
•http://typhoon.weather.com.cn/hist/2013.shtml 
•TROPICAL CYCLONES from 2000 to 2011. Hong Kong Observatory. 
•http://gdem.ersdac.jspacesystems.or.jp/ gdem.ersdac.jspacesystems.or.jp 
•http://www.noaa.gov/
Thank you for your attention! 
Welcome suggestions! 
Delft Software days 2014 
Li Li University of Hamburg li.li@uni-hamburg.de

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DSD-INT 2014 - Symposium Next Generation Hydro Software (NGHS) - 2D hydrodynamics of Pearl River Estuary usning D-Flow Flexible Mesh, Li Li, University of Hamburg

  • 1. 2D hydrodynamics of Pearl River Estuary using Delft3D Flexible Mesh Li Li University of Hamburg Qinghua Ye Deltares Arthur van Dam Deltares Delft Software Days 2014
  • 2. Content of Presentation •Significance •Objectives •Approach •Model setup •Future work
  • 3. Significance Threaten from the sea, e.g. storm surge and typhoon Threaten from the river, extreme rainfall flooding risk caused by storm surge becomes the major risk along the coastal area in the world. These two threatens happen nearly every year in Pearl River Delta after 2000. Huge loss every year(half billion dollars last year) Fig. 1: Location of research area, Pearl River Delta
  • 4. Objectives •To understand the interaction between marine system and river system during the typhoon period. • •To model the flooding inundation caused by typhoons •To use the economic losses as quantified index . •Uncertainty analysis (typhoons from different direction and intensity, etc) •Inundation simulation along coastline area is highly depend on the accurate coastline definition, Delft3D Flexible Mesh model can properly resolve the complicated coastline area with various topography and forcing using unstructured mesh.
  • 5. Approach Risk Assessment & Climate Adaptation and Mitigation Strategies Delft3D Flexible Mesh including D-Flow Flexible Mesh + WES GIS-based topological analyses Flooding Inundation Inland flooding (heavy rains and peak flows) Coastal flooding (storm surges and tide) Topographic Exposition Main Threats
  • 6. Mesh Generation (HK model ,Detalres,1980-2014) (Geerstmaar, 2013)
  • 8. Bathymetry Fig. 3 Combine bathymetry with patches (HK model ,Detalres,1980-2014) (Geerstmaar, 2013)
  • 9. Boundary Conditions •Sea side , 10 astronomic tidal components are used. •River side, pearl river average discharge every year in wet and dry seasons.
  • 10. Input Parameters •Timestep: 60 s •Roughness: Manning 0.023 (constant), future using spatial varying value •Running time: one month in wet season and dry season separately •Cell size: from ~100 m to ~1000 m •Domain area: 33,000 km2 •Number of cells: 48640 cells, 56092 nodes
  • 11. Calibration 4 points for the calibration is selected for water level and discharge in wet and dry seasons. They are, Gaoyao(river side) Shijiao (river side) Makou(river side) Kat o(sea side) Gaoyao Makou Shijiao Kat O
  • 12. Makou Wet Season Measured Discharge (1999.07) 0 0,5 1 1,5 2 2,5 3 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 Discharge()m3/s Makou Wet Season Daily Discharge(m3/s) 10 4
  • 13. Makou Dry Season Measured Daily Discharge (1999.12) 0 500 1000 1500 2000 2500 3000 3500 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 Discharge (m3/s) Makou Dry Season Daily Discharge(m3/s)
  • 14. Kat O Station Tidal Level (2002.10.18-2002.10.23, hourly) -0,8 -0,6 -0,4 -0,2 0 0,2 0,4 0,6 0,8 1 15:00 21:00 03:00 09:00 15:00 21:00 Water level (mC.D.) Kat O tidal level Measurement Modelingl
  • 15. Future Work •Add the land mesh part for the inundation simulation •3 typical typhoon cases in different route and intensity •Validate the inundation area using satellite image •Applications
  • 16. The Digital Elevation Model -> mesh on land
  • 17. Future Work •Add the land mesh part for the inundation simulation •3 typhoon cases in different route and intensity •Validate the inundation area using satellite image •Applications
  • 18. Typhoon Dujuan in 2003(Middle route) Track of Dujuan:29 August – 3 September 2003
  • 19. Typhoon Utor in 2001(East route) Track of Utor : 30 June – 1 July 2001
  • 20. Typhoon Koppu in 2009(west route) Track of Koppu:11 September – 16 September 2009
  • 21. Future Work •Add the land mesh part for the inundation simulation •3 typhoon cases in different route and intensity •Validate the inundation area using satellite image •Applications
  • 22. Inundation Area from Satellite Image
  • 23. Applications •Operational appliaction •Hindcast application •Forecast application Requirement •Meteorology data •Typhoon data •Satellite image •Bathymetry Model system •Inundation area •Water level Application •Urban planning •Emergency management •Economic lost evaluation
  • 24. Reference •Ying LI, Lianshou Chen, Shengjun Zhang. STATISTICAL CHARACTERISTICS OF TROPICAL CYCLONE MAKING LANDFALLS ON CHINA. JOURNAL OF TROPICAL METEOROLOGY,2009, 20(1): 14-23. •YUAN Jin nan, ZHEN Bin.Yearly variation features of tropical cyclone and its precipitation in Guangdong Province of China. JOURNAL OF NATURAL DISASTERS, 2008,17(3):140-147. •http://typhoon.weather.com.cn/hist/2013.shtml •TROPICAL CYCLONES from 2000 to 2011. Hong Kong Observatory. •http://gdem.ersdac.jspacesystems.or.jp/ gdem.ersdac.jspacesystems.or.jp •http://www.noaa.gov/
  • 25. Thank you for your attention! Welcome suggestions! Delft Software days 2014 Li Li University of Hamburg li.li@uni-hamburg.de