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Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Temperature Dynamics Investigation at Small and 
Shallow Lakes Using Hydrodynamic Model 
Ali Abbasi 
Nick van de Giesen 
Delft University of Technology 
Water Resources Management 
August 20, 2014 
A. Abbasi & N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Motivations 
Outline 
1 Introduction 
Motivations 
2 Case Study: Lake Binaba 
Description 
3 Simulation Process 
CFD Work
ow 
Geometry & Meshing 
Solving 
4 Results of Simulation 
Results 
5 Conclusion 
Conclusion 
A. Abbasi & N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Motivations 
Motivations 
Predicting the temperature pro
le in reservoirs and lakes? 
Inland water bodies are very important parts of the continental land 
surface. 
Water temperature dynamics can have a profound eect in heat 
storage of lakes and water quality. 
Heat storage of lakes and reservoirs is essential to estimate 
evaporation. 
measurements of heat exchange between the atmosphere and water 
surface are sparse. 
Vertical resolution of available experiments often are not sucient 
for assessing small-scale turbulence eects 
Water temperature is aected by radiative forcing, air temperature 
and wind velocity. 
Temperature pro
le in reservoirs and lakes related to the both of 
water quantity and water quality. 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Motivations 
Why 3-D Model? 
Transport processes in water body are inherently three-dimensional: 
driven by wind over water surface, surface thermodynamics and 
topography of lake. 
the non-linearity of some terms in the heat transfer expression at the 
air-water interface(no analytic solution) 
one-dimensional models are not able to consider horizontal advection 
term. 
2-D models are not able to capture mechanisms aecting 
temperature transport and mixing accurately, specially in 
morphometrically complex lakes and reservoirs 
Prediction of the 
ow
eld and temperature dynamics is possible 
only through fully 3-D models. 
Representation of the boundary geometry in shallow lakes is more 
critical that the deep lakes. 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Motivations 
The Aims of Study 
To develop a three-dimensional time-dependent hydrodynamic and 
heat transfer model(CFD model). 
Simulating the eects of wind and atmosphere conditions over a 
complex bathymetry. 
To predict the circulation patterns as well as the temperature 
distribution in the water body. 
To compute total heat storage of shallow lakes in order to estimate 
evaporation from water surface. 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Description 
Outline 
1 Introduction 
Motivations 
2 Case Study: Lake Binaba 
Description 
3 Simulation Process 
CFD Work
ow 
Geometry  Meshing 
Solving 
4 Results of Simulation 
Results 
5 Conclusion 
Conclusion 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Description 
Description 
Lake Binaba: 
Location: an arti
cial lake located in northern Ghana 
Surface: the average area of the lake surface is 4.5 km2 
Average depth: only 3 m 
Maximum depth: 7 m 
Usage: a small reservoir, used as a form of infrastructure for the 
provision of water 
Air temperature: 
uctuates between 24 C and 35 C 
Water surface temperature: varies from 28 C to 33 C 
Climate: (semi-)arid region 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Description 
Location 
Lake Binaba: 
Figure: Location of lake Binaba 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
Description 
Location 
Lake Binaba: 
Figure: Location of lake Binaba(Google earth) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Outline 
1 Introduction 
Motivations 
2 Case Study: Lake Binaba 
Description 
3 Simulation Process 
CFD Work
ow 
Geometry  Meshing 
Solving 
4 Results of Simulation 
Results 
5 Conclusion 
Conclusion 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
CFD Work
ow 
Using powerful, open-source and free of charge tools: 
Geometry Meshing Case Setup 
 Solving 
Post 
Processing 
Point Cloud 
QGIS 
ArcMap 
Salome 
Free-CAD 
MeshLab 
adMesh 
BlockMesh 
SnappyHexMesh 
Salome 
Engrid 
GMSH 
TETGEN 
GridGEN 
OpenFOAM 
ParaFoam 
Paraview 
Gnuplot 
Python 
Matplotlib 
Up to 60% of User Time 
Up to 20% 
of User 
Time 
Up to 20% 
of User 
Time 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Preparing geometry of lake includes following steps: 
1 Reading the initial point cloud (x,y,z coordinates from text
le) 
2 Improving the point cloud by interpolating. 
3 Generating the STL(STereoLithography)
le 
4 Cleaning  reapairing the STL
le 
5 Preparing the STL
le to input to the mesh generator 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Reading the initial point cloud (x,y,z coordinates from text
le): 
It includes only 642 points. 
This number of points are not sucient to produce a precise 
geometry of lake 
(vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Improving the point cloud by interpolating: 
Improved point cloud includes only 68'802 points. 
Adding extra points to de
ne the water surface boundary in desired 
elevation. 
Using QGIS( or ArcMap to interpolating points) 
(vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Generating  Cleaning the STL(STereoLithography)
le: 
Using MeshLab to produce the water  bottom surfaces. 
Using MeshLab  adMesh to repair the surfaces. 
Using QGIS( or ArcMap to interpolating points) 
(vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Finally, Have a nice surface to generate CFD mesh: 
(vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Geometry 
Flexible for dierent water levels: 
Max depth= 4.0 m (vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Meshing 
Finally, using ' SnappyHexMesh to generate CFD mesh 
(vertical exaggerated by 100) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Governing Equations 
The 
ow
eld in a morphometrically complex small lake is solved with the 
incompressible RANS(Reynolds Averaged Navier-Stokes) equations: 
Continuity Equations 
@uj 
@xj 
= 0; 
Momentum Equation 
@ui 
+ 
@t 
@ 
@xj 
(ujui)  
@ 
@xj 
 
eff 
 
@ui 
@xj 
+ 
@uj 
@xi 
 
 
2 
3 
 
@uk 
@xk 
 
ij 
 
=  
@p 
@xi 
+ gi [1
(T  Tref )] 
Temperature Equation 
@T 
@t 
+ 
@ 
@xj 
(Tuj)  eff 
@ 
@xk 
( 
@T 
@xk 
) = ST (z; t) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Turbulence Model 
Selecting realizable k   turbulence model: 
@k 
@t 
+ uj 
@k 
@xj 
= 
@ 
@xj 
 
 + 
T 
k 
 
@k 
@xj 
 
+ T 
 
@ui 
@xj 
+ 
@uj 
@xi 
 
@ui 
@xj 
  + GB + Gk+Sk(t; u2) 
@ 
@t 
+ uj 
@ 
@xj 
= 
@ 
@xj 
 
T 
 
@ 
@xj 
 
+ C1S  C2 
2 
k + 
p 
 
+ C1C3 
 
k 
GB + S(t; u2) 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Temperature B.C 
At the water surface the heat diused away from the lake surface equals 
the net surface: 
Water Surface 
ρ0Cp(αeff 
∂ T 
∂ z )=Hnet 
Hnet=HLA+HLW+HS+HE 
HE=hm×ρa(Xs−Xa)×(24×3600×28.4) 
hm=0.0016252×U2+0.0007712 
HS=hs (Ts−Ta) 
hs=2.1954×U2+1.0419 
4 
HLA=(1−rA) Eair×σTair 
Eair=1.24×(1+0.17C2)( 
ea 
Tair 
) 
17 
HLW=−Ew×σ Tw 4 
time, relative humidity, 
wind speed, air temperature, 
water surface temperature 
time, 
relative humidity, 
wind speed, 
air temperature, 
water surface 
temperature 
time, 
Relative humidity 
air temperature, 
Atmosphere condition 
time, 
water surface 
Temperature, 
Atmosphere 
condition 
Incoming shortwave 
radiation is included in 
the source term 
ST (z ,t )= 
1 
ρ0Cp 
η I0 exp(−ηz) 
I0=(1−ra) ISinc 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Velocity B.C 
At the water surface the eects of wind speed should be considered: 
Water Surface 
Two different 
approach 
For velocity B.C 
ux≠0, 
∂ ux 
∂ z 
=0 , 
u y≠0 , 
∂uy 
∂ z 
=0, uz=0 
Sk= 
u3 
✴ 
κ z 
Sε=C1ε 
ε 
k 
Sk 
u✴=√τ0 
ρ0 
2 =ρau✴ 2 
τ0=ρaCDU10 
CD ,10=[κ−1 ln ( 10g 
2 )+11.3 ] 
CD, 10U10 
−2 
Implementing the effect 
of wind speed in 
turbulence equations 
(as source terms) 
wind shear stress as 
Time-dependent shear stress 
boundary condition 
over the water surface 
[νt 
∂u 
∂ z ]= 
τsx 
ρ0 
[νt 
∂u 
∂ z 
]= 
τsx 
ρ0 
τsx=ρaCD uw √uw 2 
+vw 2 
τsy=ρaCD vw √uw 2 
+vw 2 
uz=0 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Boundary Condition 
Time-dependent parameters over the water surface: 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
Introduction 
Case Study: Lake Binaba 
Simulation Process 
Results of Simulation 
Conclusion 
CFD Work
ow 
Geometry  Meshing 
Solving 
Boundary Condition 
Time-dependent parameters over the water surface: 
A. Abbasi  N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014

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Hydrodynamic Simulation of Shallow Lakes

  • 1. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Temperature Dynamics Investigation at Small and Shallow Lakes Using Hydrodynamic Model Ali Abbasi Nick van de Giesen Delft University of Technology Water Resources Management August 20, 2014 A. Abbasi & N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 2. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Motivations Outline 1 Introduction Motivations 2 Case Study: Lake Binaba Description 3 Simulation Process CFD Work ow Geometry & Meshing Solving 4 Results of Simulation Results 5 Conclusion Conclusion A. Abbasi & N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 3. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Motivations Motivations Predicting the temperature pro
  • 4. le in reservoirs and lakes? Inland water bodies are very important parts of the continental land surface. Water temperature dynamics can have a profound eect in heat storage of lakes and water quality. Heat storage of lakes and reservoirs is essential to estimate evaporation. measurements of heat exchange between the atmosphere and water surface are sparse. Vertical resolution of available experiments often are not sucient for assessing small-scale turbulence eects Water temperature is aected by radiative forcing, air temperature and wind velocity. Temperature pro
  • 5. le in reservoirs and lakes related to the both of water quantity and water quality. A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 6. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Motivations Why 3-D Model? Transport processes in water body are inherently three-dimensional: driven by wind over water surface, surface thermodynamics and topography of lake. the non-linearity of some terms in the heat transfer expression at the air-water interface(no analytic solution) one-dimensional models are not able to consider horizontal advection term. 2-D models are not able to capture mechanisms aecting temperature transport and mixing accurately, specially in morphometrically complex lakes and reservoirs Prediction of the ow
  • 7. eld and temperature dynamics is possible only through fully 3-D models. Representation of the boundary geometry in shallow lakes is more critical that the deep lakes. A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 8. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Motivations The Aims of Study To develop a three-dimensional time-dependent hydrodynamic and heat transfer model(CFD model). Simulating the eects of wind and atmosphere conditions over a complex bathymetry. To predict the circulation patterns as well as the temperature distribution in the water body. To compute total heat storage of shallow lakes in order to estimate evaporation from water surface. A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 9. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Description Outline 1 Introduction Motivations 2 Case Study: Lake Binaba Description 3 Simulation Process CFD Work ow Geometry Meshing Solving 4 Results of Simulation Results 5 Conclusion Conclusion A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 10. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Description Description Lake Binaba: Location: an arti
  • 11. cial lake located in northern Ghana Surface: the average area of the lake surface is 4.5 km2 Average depth: only 3 m Maximum depth: 7 m Usage: a small reservoir, used as a form of infrastructure for the provision of water Air temperature: uctuates between 24 C and 35 C Water surface temperature: varies from 28 C to 33 C Climate: (semi-)arid region A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 12. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Description Location Lake Binaba: Figure: Location of lake Binaba A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 13. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Description Location Lake Binaba: Figure: Location of lake Binaba(Google earth) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 14. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Outline 1 Introduction Motivations 2 Case Study: Lake Binaba Description 3 Simulation Process CFD Work ow Geometry Meshing Solving 4 Results of Simulation Results 5 Conclusion Conclusion A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 15. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving CFD Work ow Using powerful, open-source and free of charge tools: Geometry Meshing Case Setup Solving Post Processing Point Cloud QGIS ArcMap Salome Free-CAD MeshLab adMesh BlockMesh SnappyHexMesh Salome Engrid GMSH TETGEN GridGEN OpenFOAM ParaFoam Paraview Gnuplot Python Matplotlib Up to 60% of User Time Up to 20% of User Time Up to 20% of User Time A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 16. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Preparing geometry of lake includes following steps: 1 Reading the initial point cloud (x,y,z coordinates from text
  • 17. le) 2 Improving the point cloud by interpolating. 3 Generating the STL(STereoLithography)
  • 18. le 4 Cleaning reapairing the STL
  • 19. le 5 Preparing the STL
  • 20. le to input to the mesh generator A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 21. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Reading the initial point cloud (x,y,z coordinates from text
  • 22. le): It includes only 642 points. This number of points are not sucient to produce a precise geometry of lake (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 23. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Improving the point cloud by interpolating: Improved point cloud includes only 68'802 points. Adding extra points to de
  • 24. ne the water surface boundary in desired elevation. Using QGIS( or ArcMap to interpolating points) (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 25. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Generating Cleaning the STL(STereoLithography)
  • 26. le: Using MeshLab to produce the water bottom surfaces. Using MeshLab adMesh to repair the surfaces. Using QGIS( or ArcMap to interpolating points) (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 27. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Finally, Have a nice surface to generate CFD mesh: (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 28. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Geometry Flexible for dierent water levels: Max depth= 4.0 m (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 29. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Meshing Finally, using ' SnappyHexMesh to generate CFD mesh (vertical exaggerated by 100) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 30. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Governing Equations The ow
  • 31. eld in a morphometrically complex small lake is solved with the incompressible RANS(Reynolds Averaged Navier-Stokes) equations: Continuity Equations @uj @xj = 0; Momentum Equation @ui + @t @ @xj (ujui) @ @xj eff @ui @xj + @uj @xi 2 3 @uk @xk ij = @p @xi + gi [1
  • 32. (T Tref )] Temperature Equation @T @t + @ @xj (Tuj) eff @ @xk ( @T @xk ) = ST (z; t) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 33. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Turbulence Model Selecting realizable k turbulence model: @k @t + uj @k @xj = @ @xj + T k @k @xj + T @ui @xj + @uj @xi @ui @xj + GB + Gk+Sk(t; u2) @ @t + uj @ @xj = @ @xj T @ @xj + C1S C2 2 k + p + C1C3 k GB + S(t; u2) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 34. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Temperature B.C At the water surface the heat diused away from the lake surface equals the net surface: Water Surface ρ0Cp(αeff ∂ T ∂ z )=Hnet Hnet=HLA+HLW+HS+HE HE=hm×ρa(Xs−Xa)×(24×3600×28.4) hm=0.0016252×U2+0.0007712 HS=hs (Ts−Ta) hs=2.1954×U2+1.0419 4 HLA=(1−rA) Eair×σTair Eair=1.24×(1+0.17C2)( ea Tair ) 17 HLW=−Ew×σ Tw 4 time, relative humidity, wind speed, air temperature, water surface temperature time, relative humidity, wind speed, air temperature, water surface temperature time, Relative humidity air temperature, Atmosphere condition time, water surface Temperature, Atmosphere condition Incoming shortwave radiation is included in the source term ST (z ,t )= 1 ρ0Cp η I0 exp(−ηz) I0=(1−ra) ISinc A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 35. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Velocity B.C At the water surface the eects of wind speed should be considered: Water Surface Two different approach For velocity B.C ux≠0, ∂ ux ∂ z =0 , u y≠0 , ∂uy ∂ z =0, uz=0 Sk= u3 ✴ κ z Sε=C1ε ε k Sk u✴=√τ0 ρ0 2 =ρau✴ 2 τ0=ρaCDU10 CD ,10=[κ−1 ln ( 10g 2 )+11.3 ] CD, 10U10 −2 Implementing the effect of wind speed in turbulence equations (as source terms) wind shear stress as Time-dependent shear stress boundary condition over the water surface [νt ∂u ∂ z ]= τsx ρ0 [νt ∂u ∂ z ]= τsx ρ0 τsx=ρaCD uw √uw 2 +vw 2 τsy=ρaCD vw √uw 2 +vw 2 uz=0 A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 36. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Boundary Condition Time-dependent parameters over the water surface: A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 37. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving Boundary Condition Time-dependent parameters over the water surface: A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 38. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion CFD Work ow Geometry Meshing Solving OpenFOAM OpenFOAM: Open Source Field Operation and Manipulation Open-Source Library Free of Charge Running in LINUX OS C++ Library Linking with PYTHON New solvers and BCs can be implemented by the user Running in parallel on distributed processors A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 39. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Outline 1 Introduction Motivations 2 Case Study: Lake Binaba Description 3 Simulation Process CFD Work ow Geometry Meshing Solving 4 Results of Simulation Results 5 Conclusion Conclusion A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 40. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Velocity distribution(x) over the water surface(t=10 hr) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 41. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Vector velocity over the water surface(t=10 hr) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 42. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Temperature values over the water surface(t=10 hr) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 43. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Stream lines in the water body(t=10 hr) A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 44. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Temperature distribution on a vertical section(t=10 hr): A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 45. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Temperature distribution on a vertical section(t=32 hr): A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 46. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Results Results Comparing the temperature values in probe location: A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 47. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Conclusion Outline 1 Introduction Motivations 2 Case Study: Lake Binaba Description 3 Simulation Process CFD Work ow Geometry Meshing Solving 4 Results of Simulation Results 5 Conclusion Conclusion A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 48. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Conclusion Conclusion CFD is a powerful tool in analysing and designing water resources issues. Shallow lakes responce fast to atmospheric parameters. Wind speeds over the water surface can eect signi
  • 49. cantly the ow pattern in water body. Temperature pro
  • 50. les in water body are aected by circulation and ow
  • 51. eld in water body. 3-D CFD model could be a very powerful tool to simulate temperature dynamics in shallow lakes. A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 52. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Conclusion Thanks Thanks for your attention A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014
  • 53. Introduction Case Study: Lake Binaba Simulation Process Results of Simulation Conclusion Conclusion Questions? More details: a.abbasi@tudelft.nl 11th International Conference on Hydroinformatics(HIC 2014) August 2014 New York City, USA A. Abbasi N.C. van de Giesen TUDelft Temperature Dynamics at Small and Shallow Lakes HIC2014