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UNDERSTANDING THE RESPONSE TO EXTREME
EVENTS OF A DELTAIC CURVILINEAR SENSITIVE
COAST
PAIRISC-CLIMA
CGL2014-55387-R
Universitat Politècnica de Catalunya
Marc Sanuy (marc.sanuy@upc.edu)
José A. Jiménez
HOTSPOT  Spot in the coast sensitive to the impact of
extreme events (storms)
RISK  (Hazard probability) x (Consequences)
Both components are likely to increase
COASTAL MANAGER NEEDS:
• Decision Support Systems
• Early Warning Systems
Need to estimate extension and
magnitude of hazards of interest
HOTSPOT  Spot in the coast sensitive to the impact of
extreme events (storms)
RISK  (Hazard probability) x (Consequences)
Both components are likely to increase
COASTAL MANAGER NEEDS:
• Decision Support Systems
• Early Warning Systems
Need to estimate extension and
magnitude of hazards of interest
Model Train Set-up
Calibration / Validation
Sensitivity to Dir Change
Sensitivity to SLR
Performance of measures
Dic. 2008 storm
0
2
4
6
8
10
12
14
16
0 20 40 60 80 100
Tp(s)
hr from 26th at 00:00
Bouy observations Simulation
BSS = 0,51
BSS = 0,73
Overall
BSS = 0,65
Dic. 2008 storm
P1 P2
P3 P4
Dic. 2008 storm
2008 Event 2008 + 20 º2008 – 20º 2008 + 40 º
2008 Event 2008 + 20 º2008 – 20º 2008 + 40 º
2008 Event
RCP 8,5
SLR
2100
(0,73 cm)
No SLR
+20º
towards
South
2008Event
Current
N + D
2008 Event 2008 + 20 º2008 – 20º
2008 Event 2008 + 20 º2008 – 20º
CONCLUSIONS (from local results)
 Model train is successful in both propagation and hazard estimation. Limitation!: Validation
was only performed using one reference historical event (2008)
 TD has complex layout: very steep environment, coarse sediment, hard structures.
Nevertheless: good reproduction of the morphodynamic response with XB surf-beat mode
 Better performance north of the river (more orthogonal to storm incidence) than in the
south (more oblique). Bathymetry in the south is also more complex  higher
hydrodynamic complexity
 The study site is “almost equally” sensitive to a switch in incoming wave direction (20-40º)
towards south than to SLR RCP 8.5 2100 (inundation hazard only).
 Nature based bar reconstruction needs to be furtherly studied. The tested measure does
not reach the efficiency of the more classical Nourishment + Dune. Long term
behaviour????
LESSONS LEARNED (and future work)
 Surfbeat XB has good skill on reproducing morphodynamic patterns (along- and crosshore).
Non-H XB showed worse skill to capture those.
 Deviations on wave propagation before XB boundary lead to more significant deviations on XB
estimations in subzones with highest obliquity.
 Steep environment: inf. waves have less contribution to run-up:
 DELTA  0,5 ; GAMMA  0,7 increased wave attack due to steep environment
 Finer crosshore resolution of the grid in the intermediate depths
 No available hydrodynamic data to validate wave breaking
 Steep environment: wave assymetry/skeewness  non-linearity on sediment transport :
 Increased FACUA  0,6 (Elsayed and Oumeracy 2017 used FACUA = 0.5)
 Too much sediment suspension leading to overestimation of erosion/deposition processes
 McCall 2010 ; Elsayed and Oumeracy 2017 : sediment is more stable in steep env.
 SEDCAL set to 0,1 to get the appropriate morphodynamic results.
 Is the model set-up overfitted?? Need data on more storms at the same CSS to further study this
(more validation cases).
THANK YOU
Universitat Politècnica de Catalunya
Marc Sanuy (marc.sanuy@upc.edu)
José A. Jiménez
PAIRISC-CLIMA
CGL2014-55387-R

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DSD-INT 2017 Understanding the Response to Extreme Events in a Deltaic Curvilinear Sensitive Coast - Sanuy

  • 1. UNDERSTANDING THE RESPONSE TO EXTREME EVENTS OF A DELTAIC CURVILINEAR SENSITIVE COAST PAIRISC-CLIMA CGL2014-55387-R Universitat Politècnica de Catalunya Marc Sanuy (marc.sanuy@upc.edu) José A. Jiménez
  • 2. HOTSPOT  Spot in the coast sensitive to the impact of extreme events (storms) RISK  (Hazard probability) x (Consequences) Both components are likely to increase COASTAL MANAGER NEEDS: • Decision Support Systems • Early Warning Systems Need to estimate extension and magnitude of hazards of interest
  • 3.
  • 4. HOTSPOT  Spot in the coast sensitive to the impact of extreme events (storms) RISK  (Hazard probability) x (Consequences) Both components are likely to increase COASTAL MANAGER NEEDS: • Decision Support Systems • Early Warning Systems Need to estimate extension and magnitude of hazards of interest Model Train Set-up Calibration / Validation Sensitivity to Dir Change Sensitivity to SLR Performance of measures
  • 5.
  • 6. Dic. 2008 storm 0 2 4 6 8 10 12 14 16 0 20 40 60 80 100 Tp(s) hr from 26th at 00:00 Bouy observations Simulation
  • 7. BSS = 0,51 BSS = 0,73 Overall BSS = 0,65 Dic. 2008 storm
  • 8. P1 P2 P3 P4 Dic. 2008 storm
  • 9. 2008 Event 2008 + 20 º2008 – 20º 2008 + 40 º
  • 10. 2008 Event 2008 + 20 º2008 – 20º 2008 + 40 º
  • 11. 2008 Event RCP 8,5 SLR 2100 (0,73 cm) No SLR +20º towards South
  • 12.
  • 14. 2008 Event 2008 + 20 º2008 – 20º
  • 15. 2008 Event 2008 + 20 º2008 – 20º
  • 16. CONCLUSIONS (from local results)  Model train is successful in both propagation and hazard estimation. Limitation!: Validation was only performed using one reference historical event (2008)  TD has complex layout: very steep environment, coarse sediment, hard structures. Nevertheless: good reproduction of the morphodynamic response with XB surf-beat mode  Better performance north of the river (more orthogonal to storm incidence) than in the south (more oblique). Bathymetry in the south is also more complex  higher hydrodynamic complexity  The study site is “almost equally” sensitive to a switch in incoming wave direction (20-40º) towards south than to SLR RCP 8.5 2100 (inundation hazard only).  Nature based bar reconstruction needs to be furtherly studied. The tested measure does not reach the efficiency of the more classical Nourishment + Dune. Long term behaviour????
  • 17. LESSONS LEARNED (and future work)  Surfbeat XB has good skill on reproducing morphodynamic patterns (along- and crosshore). Non-H XB showed worse skill to capture those.  Deviations on wave propagation before XB boundary lead to more significant deviations on XB estimations in subzones with highest obliquity.  Steep environment: inf. waves have less contribution to run-up:  DELTA  0,5 ; GAMMA  0,7 increased wave attack due to steep environment  Finer crosshore resolution of the grid in the intermediate depths  No available hydrodynamic data to validate wave breaking  Steep environment: wave assymetry/skeewness  non-linearity on sediment transport :  Increased FACUA  0,6 (Elsayed and Oumeracy 2017 used FACUA = 0.5)  Too much sediment suspension leading to overestimation of erosion/deposition processes  McCall 2010 ; Elsayed and Oumeracy 2017 : sediment is more stable in steep env.  SEDCAL set to 0,1 to get the appropriate morphodynamic results.  Is the model set-up overfitted?? Need data on more storms at the same CSS to further study this (more validation cases).
  • 18. THANK YOU Universitat Politècnica de Catalunya Marc Sanuy (marc.sanuy@upc.edu) José A. Jiménez PAIRISC-CLIMA CGL2014-55387-R