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Delft, November 14th 2019
Ecomorphodynamic applications
of Delft3D Flexible Mesh
Melissa Latella, Fabio Sola, Carlo Camporeale
Envirofluidgroup - Department of Environment, Land and Infrastructure Engineering - Polytechnic of Turin, Italy
melissa.latella@polito.it
Ecomorphodynamics
How different processes shape the riparian environment
Latella, Sola, & Camporeale Delft, November 14th 2019 1
Flow variability
Sediment
transport
Vegetation
dynamics
Delft3D Flexible Mesh for morphodynamic applications
Key functionalities and potential uses
Latella, Sola, & Camporeale Delft, November 14th 2019 2
• Flexibile mesh to describe river sinuosity and obstacles in the floodplain
• Trachytopes to simulate the contribution of vegetation to local roughness
• Simulation over both steady and evolving morphology
➢ Calibration of theoretical models (Case Study 1)
➢ Design of interventions for river restoration (Case Study 2)
Case Study 1
Study site & field activities
Latella, Sola, & Camporeale Delft, November 14th 2019 3
Sediment sampling
Tree measurements
Case Study 1
Study site & field activities
Latella, Sola, & Camporeale Delft, November 14th 2019 4
Allometric relations & vegetation biomass
Phase 1: Processing LiDAR data for vegetation height statistics
Phase 2-3: Field-based measurements and biomass computation
Phase 1: Wolman Pebble Count
Phase 3: d50, d90 computation
Δpi = (weight of fraction i)/(weight of
total sample);
Δqi = (number of pebbles in fraction
i)/(total amount of pebbles);
dmi = mean diameter of fraction i.
Phase 4: Manning computation
Phase 2: BaseGrain processing
Grain distribution & Manning coefficient
Flexible mesh:
- High resolution curvilinear grid for the main channel
good representation of the bathymetry
- Triangular grid with varying resolution for bars
resolution can be increased on the most relevant
areas and coarsened elsewhere
lower computational time
Latella, Sola, & Camporeale Delft, November 14th 2019 5
Grid generation
Traditional grid:
- Similar grid resolution throughout the whole domain
- Cells not always aligned with flow direction
- Not realistic representation of boundaries
Case Study 1
Delft3D FM for the computation of the site-dependent probability of inundation
Latella, Sola, & Camporeale Delft, November 14th 2019 6
Trachytopes
Phase 2: Areas with homogenous vegetation (QGIS)
Bed and bare soil
Phase 1: Vegetation height from LiDAR data (FUSION/LDV)
Phase 3: Definition of .arl and .ttd input file for Delft3D
Vegetated areas
Case Study 1
Delft3D FM for the computation of the site-dependent probability of inundation
Latella, Sola, & Camporeale Delft, November 14th 2019 7
Hydrodynamic simulations and Probability of inundation
Case Study 1
Delft3D FM for the computation of the site-dependent probability of inundation
Case Study 1
Calibration of a stochastic model for riparian vegetation dynamics
Latella, Sola, & Camporeale Delft, November 14th 2019 8
Stochastic model and calibration strategy
𝑑ν
𝑑𝑡
= 𝜈 𝑚
(𝛽 − 𝜈) 𝑝
, ℎ < η
𝑑ν
𝑑𝑡
= −𝛼𝜈 𝑛
, ℎ ≥ η
η topographic level
N normalization constant
τ integral scale of the process
Pi probability of inundation
Camporeale & Ridolfi, 2006
ν vegetation biomass
α decay factor
β carrying capacity
m,n,p vegetation parameters
h water level
𝑝 ν =
𝑁
α
ν
𝛽 1−ατ − 𝛼+𝛽 𝑃 𝐼
αβτ 𝛽 − 𝜈
𝑃 𝐼
βτ
−1
(α + β − ν)
Biomass estimation LiDAR
and field-based relationships
Delft3D FM
Calibration through least square minimization
between real and computed pdfs
Case Study 1
Calibration of a stochastic model for riparian vegetation dynamics
Latella, Sola, & Camporeale Delft, November 14th 2019 9
Stochastic model and calibration strategy
ν vegetation biomass
η topographic level
Pi probability of inundation
k decay rate
β carrying capacity
Optimised pdfs Calibrated parameters
Case Study 1
Calibration of a stochastic model for riparian vegetation dynamics
Latella, Sola, & Camporeale Delft, November 14th 2019 10
Results and uses
Real biomass first moment Computed first moment
First moment for a
40% flow rate reduction
Case Study 2
Study site & intervention areas
Latella, Sola, & Camporeale Delft, November 14th 2019 11
1
2
Latella, Sola, & Camporeale Delft, November 14th 2019 12
Curvilinear
~ 20x30 m
Curvilinear
~ 2x5 m
Triangular
Case Study 2
Flexible mesh
Latella, Sola, & Camporeale Delft, November 14th 2019 13
River surveyor boat
Drone
Rectangularization
Rectangularization
Case Study 2
LiDAR ground points & bathymetry
Latella, Sola, & Camporeale Delft, November 14th 2019 14
Cloud Raster
Case Study 2
Vegetation & Trachytopes
Case Study 2
Delft3D - Vegetation
Latella, Sola, & Camporeale Delft, November 14th 2019 15
Latella, Sola, & Camporeale Delft, November 14th 2019 16
Flow rate: 582 m³/s
Return time: 2 years
Highway
Intense bank
erosion
Case Study 2
Intervention area 1
Latella, Sola, & Camporeale Delft, November 14th 2019 17
Depth Velocity
Case Study 2
Intervention area 1: Flow rate 582 m³/s , Return time 2 years
Latella, Sola, & Camporeale Delft, November 14th 2019 18
Bank
erosion
Case Study 2
Intervention area 2
Flow rate: 582 m³/s
Return time: 2 years
Latella, Sola, & Camporeale Delft, November 14th 2019 19
Case Study 2
Intervention area 2: Flow rate 582 m³/s , Return time 2 years
Depth Velocity
Delft3D Flexible Mesh for morphodynamic applications
Conclusions & Future steps
Latella, Sola, & Camporeale Delft, November 14th 2019 20
• Delft3D FM can be a useful tool to study ecomorphodynamic processes
• It can be applied to the calibration of theoretical models
• It can be applied to the design of real interventions
➢ Adding of morphological evolution for the Case Study 2
➢ Implementation of the dynamic vegetation module
Delft, November 14th 2019
Thanks for your attention
Melissa Latella, Fabio Sola, Carlo Camporeale
Envirofluidgroup - Department of Environment, Land and Infrastructure Engineering - Polytechnic of Turin, Italy
melissa.latella@polito.it

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DSD-INT 2019 Ecomorphodynamic applications of Delft3D Flexible Mesh - Latella

  • 1. Delft, November 14th 2019 Ecomorphodynamic applications of Delft3D Flexible Mesh Melissa Latella, Fabio Sola, Carlo Camporeale Envirofluidgroup - Department of Environment, Land and Infrastructure Engineering - Polytechnic of Turin, Italy melissa.latella@polito.it
  • 2. Ecomorphodynamics How different processes shape the riparian environment Latella, Sola, & Camporeale Delft, November 14th 2019 1 Flow variability Sediment transport Vegetation dynamics
  • 3. Delft3D Flexible Mesh for morphodynamic applications Key functionalities and potential uses Latella, Sola, & Camporeale Delft, November 14th 2019 2 • Flexibile mesh to describe river sinuosity and obstacles in the floodplain • Trachytopes to simulate the contribution of vegetation to local roughness • Simulation over both steady and evolving morphology ➢ Calibration of theoretical models (Case Study 1) ➢ Design of interventions for river restoration (Case Study 2)
  • 4. Case Study 1 Study site & field activities Latella, Sola, & Camporeale Delft, November 14th 2019 3 Sediment sampling Tree measurements
  • 5. Case Study 1 Study site & field activities Latella, Sola, & Camporeale Delft, November 14th 2019 4 Allometric relations & vegetation biomass Phase 1: Processing LiDAR data for vegetation height statistics Phase 2-3: Field-based measurements and biomass computation Phase 1: Wolman Pebble Count Phase 3: d50, d90 computation Δpi = (weight of fraction i)/(weight of total sample); Δqi = (number of pebbles in fraction i)/(total amount of pebbles); dmi = mean diameter of fraction i. Phase 4: Manning computation Phase 2: BaseGrain processing Grain distribution & Manning coefficient
  • 6. Flexible mesh: - High resolution curvilinear grid for the main channel good representation of the bathymetry - Triangular grid with varying resolution for bars resolution can be increased on the most relevant areas and coarsened elsewhere lower computational time Latella, Sola, & Camporeale Delft, November 14th 2019 5 Grid generation Traditional grid: - Similar grid resolution throughout the whole domain - Cells not always aligned with flow direction - Not realistic representation of boundaries Case Study 1 Delft3D FM for the computation of the site-dependent probability of inundation
  • 7. Latella, Sola, & Camporeale Delft, November 14th 2019 6 Trachytopes Phase 2: Areas with homogenous vegetation (QGIS) Bed and bare soil Phase 1: Vegetation height from LiDAR data (FUSION/LDV) Phase 3: Definition of .arl and .ttd input file for Delft3D Vegetated areas Case Study 1 Delft3D FM for the computation of the site-dependent probability of inundation
  • 8. Latella, Sola, & Camporeale Delft, November 14th 2019 7 Hydrodynamic simulations and Probability of inundation Case Study 1 Delft3D FM for the computation of the site-dependent probability of inundation
  • 9. Case Study 1 Calibration of a stochastic model for riparian vegetation dynamics Latella, Sola, & Camporeale Delft, November 14th 2019 8 Stochastic model and calibration strategy 𝑑ν 𝑑𝑡 = 𝜈 𝑚 (𝛽 − 𝜈) 𝑝 , ℎ < η 𝑑ν 𝑑𝑡 = −𝛼𝜈 𝑛 , ℎ ≥ η η topographic level N normalization constant τ integral scale of the process Pi probability of inundation Camporeale & Ridolfi, 2006 ν vegetation biomass α decay factor β carrying capacity m,n,p vegetation parameters h water level 𝑝 ν = 𝑁 α ν 𝛽 1−ατ − 𝛼+𝛽 𝑃 𝐼 αβτ 𝛽 − 𝜈 𝑃 𝐼 βτ −1 (α + β − ν) Biomass estimation LiDAR and field-based relationships Delft3D FM Calibration through least square minimization between real and computed pdfs
  • 10. Case Study 1 Calibration of a stochastic model for riparian vegetation dynamics Latella, Sola, & Camporeale Delft, November 14th 2019 9 Stochastic model and calibration strategy ν vegetation biomass η topographic level Pi probability of inundation k decay rate β carrying capacity Optimised pdfs Calibrated parameters
  • 11. Case Study 1 Calibration of a stochastic model for riparian vegetation dynamics Latella, Sola, & Camporeale Delft, November 14th 2019 10 Results and uses Real biomass first moment Computed first moment First moment for a 40% flow rate reduction
  • 12. Case Study 2 Study site & intervention areas Latella, Sola, & Camporeale Delft, November 14th 2019 11 1 2
  • 13. Latella, Sola, & Camporeale Delft, November 14th 2019 12 Curvilinear ~ 20x30 m Curvilinear ~ 2x5 m Triangular Case Study 2 Flexible mesh
  • 14. Latella, Sola, & Camporeale Delft, November 14th 2019 13 River surveyor boat Drone Rectangularization Rectangularization Case Study 2 LiDAR ground points & bathymetry
  • 15. Latella, Sola, & Camporeale Delft, November 14th 2019 14 Cloud Raster Case Study 2 Vegetation & Trachytopes
  • 16. Case Study 2 Delft3D - Vegetation Latella, Sola, & Camporeale Delft, November 14th 2019 15
  • 17. Latella, Sola, & Camporeale Delft, November 14th 2019 16 Flow rate: 582 m³/s Return time: 2 years Highway Intense bank erosion Case Study 2 Intervention area 1
  • 18. Latella, Sola, & Camporeale Delft, November 14th 2019 17 Depth Velocity Case Study 2 Intervention area 1: Flow rate 582 m³/s , Return time 2 years
  • 19. Latella, Sola, & Camporeale Delft, November 14th 2019 18 Bank erosion Case Study 2 Intervention area 2 Flow rate: 582 m³/s Return time: 2 years
  • 20. Latella, Sola, & Camporeale Delft, November 14th 2019 19 Case Study 2 Intervention area 2: Flow rate 582 m³/s , Return time 2 years Depth Velocity
  • 21. Delft3D Flexible Mesh for morphodynamic applications Conclusions & Future steps Latella, Sola, & Camporeale Delft, November 14th 2019 20 • Delft3D FM can be a useful tool to study ecomorphodynamic processes • It can be applied to the calibration of theoretical models • It can be applied to the design of real interventions ➢ Adding of morphological evolution for the Case Study 2 ➢ Implementation of the dynamic vegetation module
  • 22. Delft, November 14th 2019 Thanks for your attention Melissa Latella, Fabio Sola, Carlo Camporeale Envirofluidgroup - Department of Environment, Land and Infrastructure Engineering - Polytechnic of Turin, Italy melissa.latella@polito.it