hydraulic behaviour of a gully under surcharge...
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Hydraulic Behaviour of a Gully Under Surcharge Conditions Pedro Lopes, Jorge Leandro, Rita Carvalho and Ricardo Martins
University of Coimbra Civil Engineering Department
IMAR Institute of Marine Reseach
2- Montreal, Quebec, Canada, 30/05/2012
1- Surcharge event in sewer system of Auckland, New Zeland, 2009
Surcharge Events
1- http://joelcayford.blogspot.pt/2009/10/isnt-aislings-death-stormwater-wake-up.html 2- http://youtu.be/l5rZOFW0I1s
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Objectives
Behaviour;
Comparison;
Validation.
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Experimental Setup
Channel
50 cm width 1% slope Gully
60 cm length 30 cm width 30 cm height Pipe
8 cm diameter
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
1 - Gully with Simple Inlet (GSI)
Regular and Non-Uniform
Ranging spaces 1 to 4 cm
Created with blockMesh utility in OpenFOAM
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Boundary conditions
(Adapted from Martins,R.)
1 - Gully with Simple Inlet (GSI)
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Inicial Conditions
Q (m3/s) D (m) Vi (m/s) Q6 0.006 0.08 1.194
Vi
OpenFOAM simulations
OpenFOAM version 1.7.1
Solver interFOAM
PISO algoritm
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Turbulence Approach
laminar approach (OpenFOAM numenclature)
Reynolds Average Navier Stokes (RANS)
Standard k-ε model (Launder and Spalding, 1974)
Large-Eddy Simulation (LES)
Smagorinsky model (Smagorinsky, 1963)
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
RANS
LES
Tests performed
Flow with 6 liters/second Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Distant of the experimental results
2 - Gully with Inlet Curve (GIC)
Non-Regular and Non-Uniform (Thetraedrical cells)
Ranging spaces 1 to 1.5 cm
Created with SALOME-Platform
Influence of the curve + curve losses
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Boundary conditions
3 - Gully with Inlet Curve and Energy Losses (GICEL)
Non-Regular and Non-Uniform (Thetraedrical cells)
Ranging spaces 1 to 1.5 cm
Created with SALOME-Platform
Influence of the curve + curve losses + installation losses
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
(Lencastre,1987)
Boundary conditions
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Inicial Conditions
MESH 3 - Gully with Inlet Curve and Energy Losses (GICEL)
Q (m3/s) D (m) Vi (m/s) Q2 0.002 0.06 0.707 Q4 0.004 0.06 1.414 Q6 0.006 0.06 2.122
Vi
Tests performed
Contour Average
Limits of 95% confidence interval for the average
Q2 Q4 Q6
Q2 Q4 Q6
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Q2 Q4 Q6
Pressure Left Wall
[KPa]
Pressure Right Wall [KPa]
Pressure at left and right wall
0 1 2 3 4 4 3 2 1 0 0 1 2 3 4 4 3 2 1 0 0 1 2 3 4 4 3 2 1 0
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Velocity and pressure at gully bottom
Q2 Q4 Q6
2 1 0
3.5 3.0 2.5 2.0 1.5 1.0 0.5 0
2 1 0
3.5 3.0 2.5 2.0 1.5 1.0 0.5 0
2 1 0
3.5 3.0 2.5 2.0 1.5 1.0 0.5 0
Pressure [KPa]
Velocity [m/s]
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Stream Lines
Q2 Q4 Q6 Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Velocities in directions x, y and z
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Angular variation of velocity
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Experimental Q4 Numerical Q4 (using laminar)
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Tests performed
Experimental Q4 Numerical Q4 (using LES)
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Further testing, using LES
Tests performed
Conclusions
Useful tool
Mesh generation and experimental setup;
Fully characterized.
Objectives
Experimental Setup
Mesh Generation
Numerical Simulations
Results
Conclusions
Introduction
Thank you for your attention Pedro Lopes Email contact: pmlopes@student.dec.uc.pt
University of Coimbra Civil Engineering Department
IMAR Institute of Marine Reseach
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