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Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Modelling Water Quality in rivers and
estuaries with Iber
Luis Cea, Maria Bermúdez, Ernest Bladé, Ignacio Fraga, Georgina
Corestein, Marcos Sanz
Barcelona, 1st June 2016
1
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
IBER. THE MODEL
Capabilities
 Simulation of free surface flow in rivers and estuaries
 Assessment of flood areas. Calculation of main flow zones.
 Hydraulic calculation of open channel networks.
 Simulation of tidal currents in estuaries.
 Sediment transport: erosion and sedimentation
 Flood risk analysis
 Water Quality
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Turbillon CARPA
ANTECEDENTS
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
2D Shallow Water Equations
yx
2 2
x y b,xbx x x x
t t
2 2
y x y y b,y y yb
t t
qqh
0
t x y
q q τzq q U Uh
g gh ν h ν h
t x h 2 y h x ρ x x y y
q q q q τ U Uzh
g gh ν h ν h
t x h y h 2 y ρ x x y y

  
  
          
            
             
          
                        

 

Solution: FINITE VOLUME METHOD
Numerical scheme: High resolution Godunov Method based on Roe
Approximate Riemann Solver
Mesh: non-structured triangles and quadrilaterals
THE BASE: HYDRODYNAMICS
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
 Fully integrated in GiD and customized to
obtain a unified environment.
 Uses GiD standards.
 Include general data, boundary conditions and
materials.
 Specific tools
THE INTERFACE
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
The water quality module in Iber
• The water quality module has been developed to calculate the evolution in
time and space of pollutants in non-stratified rivers and estuaries.
• For that purpose, a depth averaged 2D advection-diffusion equation is solved
for each of the considered substances.
• This equation includes source and sink terms and reactive terms to model the
interactions and transformations between different substances.
•
• User chooses number variables and assigns boundary and initial conditions.
• Point discharges con also be introduced.
7
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
The water quality module in Iber
• In the present version, the following variables and substances are
included::
 Salinity
 Temperature
 Coliforms (bacteriological contamination)
 Oxygen (Dissolved Oxygen and Carbonaceous Biochemical Oxygen Demand)
 Nitrogen (Organic, Ammonia and Nitrates)
• New substances in future implementations
8
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Water quality module scheme
9
Organic Nitrogen
Dissolved oxygen
Nitrates/Nitrites
Ammoniacal
nitrogen
Temperature
CBOD
Temperature
Biodegradation
Ammonification
Nitrification
Denitrification
Reaeration
Sediment
oxygen
demand
Sedimentation
Sedimentation
Salinity
E. Coli
Radiation
Degradation
Turbidity
Salinity
Temperature
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
      t
x y i C
j c,t j
ν C
h C h U C h U C h Γ S
t x y x S x
      
              
The advection-diffusion equation
• For each substance, the depth averaged advection-diffusion transport
equation is solved:
10
Temporal variation
of depth averaged
concentration
Transport by advection
Velocity and depth are
obtained from the
hydrodynamic module of Iber
Diffusive transport
Turbulent viscosity is
obtained from the
turbulence module of Iber
Reactive
and source
terms
• The result of this equation is the depth averaged concentration (C)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 11
• Evolution of salinity in an estuary in Galicia (Lombos del Ulla)
Example. Salinity
Introduction Water Quality Problemtype Examples
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 12
• Evolution of salinity in an estuary in Galicia
Example. Salinity
Introduction Water Quality Problemtype Examples
Q=120 m3/s
Salinity = 0 g/l
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 13
Example. Temperature
• Temperature distribution in the junction of two rivers (Ebre-Segre)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 14
Example BOD
• Bacteriological contamination in an estuary due to point discharges. Bath
and fishing areas can be delimited (Ferrol)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Problemtype through a Case Study. Bacteriological
contamination in Carmarthen bay
15
bathimetry
• Time evolution of
the dispersion of
four point
discharges.
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 16
Hydrodynamics
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 17
Hydrodynamics
• Surface generation, assignation of water elevation evolution (tide) in open
boundary
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 18
Water quality. Initial conditions
• Initial conditions.
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 19
Water quality. Boundary conditions (open boundary)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 20
Water Quality. Boundary conditions (discharges)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 21
Water Quality. Boundary conditions (discharges)
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 22
Mesh generation
• Irregular mesh
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 23
Mesh generation
• Smooth transition:
– Automatic correct sizes: Normal
– Unstructured size transitions = 0.1
– Regular transitions near boundary: NO
• 21.000 elements
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 24
Water quality. Problem Data
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 25
Results: Hydrodynamics
P1
P2
P3
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
Resultados
• Coliforms evolution
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 27
Results
• Temporal series
Point
coordinates
Graph window
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 28
Results
• Temporal series
Introduction Water Quality Problemtype Conclusions
A
B
C
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 29
Resultados
• Export temporal series.
Introduction Water Quality Problemtype Conclusions
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 30
Results
• Concentration peaks in point A are immediately after low tide, as exiting
tides propagate discharge V2 towards point A.
• Coliform peaks take place during the night, when solar radiation is null.
During the day the coliforms degradation rate is higher due to solar
radiation and concentration decreases rapidly.
Introduction Water Quality Problemtype Conclusions
A
V2
Tema 1. Introducción
Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com
CONCLUSIONS
 The interface of Iber, based on GiD, is user friendly, flexible and of great
value for results interpretation.
 Iber’s water quality module has been implemented to solve the
advection-diffusion equation for the most common pollutant
substances
 The module has proved to bee a useful tool for real engineering
problems
 The interface is user friendly thanks to GiD’s flexibility and capabilities.
www.iberaula.es www.ibercursos.com www.youtube.com/user/IberAula
Introduction Water Quality Problemtype Conclusions

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Iber wq gi d convention

  • 1. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Modelling Water Quality in rivers and estuaries with Iber Luis Cea, Maria Bermúdez, Ernest Bladé, Ignacio Fraga, Georgina Corestein, Marcos Sanz Barcelona, 1st June 2016 1 Introduction Water Quality Problemtype Conclusions
  • 2. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com IBER. THE MODEL Capabilities  Simulation of free surface flow in rivers and estuaries  Assessment of flood areas. Calculation of main flow zones.  Hydraulic calculation of open channel networks.  Simulation of tidal currents in estuaries.  Sediment transport: erosion and sedimentation  Flood risk analysis  Water Quality Introduction Water Quality Problemtype Conclusions
  • 3. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Turbillon CARPA ANTECEDENTS Introduction Water Quality Problemtype Conclusions
  • 4. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 2D Shallow Water Equations yx 2 2 x y b,xbx x x x t t 2 2 y x y y b,y y yb t t qqh 0 t x y q q τzq q U Uh g gh ν h ν h t x h 2 y h x ρ x x y y q q q q τ U Uzh g gh ν h ν h t x h y h 2 y ρ x x y y                                                                                      Solution: FINITE VOLUME METHOD Numerical scheme: High resolution Godunov Method based on Roe Approximate Riemann Solver Mesh: non-structured triangles and quadrilaterals THE BASE: HYDRODYNAMICS Introduction Water Quality Problemtype Conclusions
  • 5. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com  Fully integrated in GiD and customized to obtain a unified environment.  Uses GiD standards.  Include general data, boundary conditions and materials.  Specific tools THE INTERFACE Introduction Water Quality Problemtype Conclusions
  • 6. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Introduction Water Quality Problemtype Conclusions
  • 7. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com The water quality module in Iber • The water quality module has been developed to calculate the evolution in time and space of pollutants in non-stratified rivers and estuaries. • For that purpose, a depth averaged 2D advection-diffusion equation is solved for each of the considered substances. • This equation includes source and sink terms and reactive terms to model the interactions and transformations between different substances. • • User chooses number variables and assigns boundary and initial conditions. • Point discharges con also be introduced. 7 Introduction Water Quality Problemtype Conclusions
  • 8. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com The water quality module in Iber • In the present version, the following variables and substances are included::  Salinity  Temperature  Coliforms (bacteriological contamination)  Oxygen (Dissolved Oxygen and Carbonaceous Biochemical Oxygen Demand)  Nitrogen (Organic, Ammonia and Nitrates) • New substances in future implementations 8 Introduction Water Quality Problemtype Conclusions
  • 9. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Water quality module scheme 9 Organic Nitrogen Dissolved oxygen Nitrates/Nitrites Ammoniacal nitrogen Temperature CBOD Temperature Biodegradation Ammonification Nitrification Denitrification Reaeration Sediment oxygen demand Sedimentation Sedimentation Salinity E. Coli Radiation Degradation Turbidity Salinity Temperature Introduction Water Quality Problemtype Conclusions
  • 10. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com       t x y i C j c,t j ν C h C h U C h U C h Γ S t x y x S x                       The advection-diffusion equation • For each substance, the depth averaged advection-diffusion transport equation is solved: 10 Temporal variation of depth averaged concentration Transport by advection Velocity and depth are obtained from the hydrodynamic module of Iber Diffusive transport Turbulent viscosity is obtained from the turbulence module of Iber Reactive and source terms • The result of this equation is the depth averaged concentration (C) Introduction Water Quality Problemtype Conclusions
  • 11. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 11 • Evolution of salinity in an estuary in Galicia (Lombos del Ulla) Example. Salinity Introduction Water Quality Problemtype Examples
  • 12. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 12 • Evolution of salinity in an estuary in Galicia Example. Salinity Introduction Water Quality Problemtype Examples Q=120 m3/s Salinity = 0 g/l
  • 13. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 13 Example. Temperature • Temperature distribution in the junction of two rivers (Ebre-Segre) Introduction Water Quality Problemtype Conclusions
  • 14. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 14 Example BOD • Bacteriological contamination in an estuary due to point discharges. Bath and fishing areas can be delimited (Ferrol) Introduction Water Quality Problemtype Conclusions
  • 15. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Problemtype through a Case Study. Bacteriological contamination in Carmarthen bay 15 bathimetry • Time evolution of the dispersion of four point discharges. Introduction Water Quality Problemtype Conclusions
  • 16. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 16 Hydrodynamics Introduction Water Quality Problemtype Conclusions
  • 17. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 17 Hydrodynamics • Surface generation, assignation of water elevation evolution (tide) in open boundary Introduction Water Quality Problemtype Conclusions
  • 18. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 18 Water quality. Initial conditions • Initial conditions. Introduction Water Quality Problemtype Conclusions
  • 19. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 19 Water quality. Boundary conditions (open boundary) Introduction Water Quality Problemtype Conclusions
  • 20. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 20 Water Quality. Boundary conditions (discharges) Introduction Water Quality Problemtype Conclusions
  • 21. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 21 Water Quality. Boundary conditions (discharges) Introduction Water Quality Problemtype Conclusions
  • 22. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 22 Mesh generation • Irregular mesh Introduction Water Quality Problemtype Conclusions
  • 23. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 23 Mesh generation • Smooth transition: – Automatic correct sizes: Normal – Unstructured size transitions = 0.1 – Regular transitions near boundary: NO • 21.000 elements Introduction Water Quality Problemtype Conclusions
  • 24. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 24 Water quality. Problem Data Introduction Water Quality Problemtype Conclusions
  • 25. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 25 Results: Hydrodynamics P1 P2 P3 Introduction Water Quality Problemtype Conclusions
  • 26. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com Resultados • Coliforms evolution Introduction Water Quality Problemtype Conclusions
  • 27. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 27 Results • Temporal series Point coordinates Graph window Introduction Water Quality Problemtype Conclusions
  • 28. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 28 Results • Temporal series Introduction Water Quality Problemtype Conclusions A B C
  • 29. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 29 Resultados • Export temporal series. Introduction Water Quality Problemtype Conclusions
  • 30. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com 30 Results • Concentration peaks in point A are immediately after low tide, as exiting tides propagate discharge V2 towards point A. • Coliform peaks take place during the night, when solar radiation is null. During the day the coliforms degradation rate is higher due to solar radiation and concentration decreases rapidly. Introduction Water Quality Problemtype Conclusions A V2
  • 31. Tema 1. Introducción Copyright. CIMNE – UdC - UPC. Todos los derechos. www.iberaula.com CONCLUSIONS  The interface of Iber, based on GiD, is user friendly, flexible and of great value for results interpretation.  Iber’s water quality module has been implemented to solve the advection-diffusion equation for the most common pollutant substances  The module has proved to bee a useful tool for real engineering problems  The interface is user friendly thanks to GiD’s flexibility and capabilities. www.iberaula.es www.ibercursos.com www.youtube.com/user/IberAula Introduction Water Quality Problemtype Conclusions