Newsletter
January 2008

                                                   Computational Multi-Physics News

                          Flow Modeling in Under Ground Tunnels            

fluidyn-PANACHE 
 
 Version 4.0.1 is out ! 
 
Added  features:-
1.Multiple domains with nesting and mesh control options for each domain
 
2. a new logarithmic 2-level vertical temperature profile
 

 3.higher order schemes for low numerical diffusion

 

4.Provision to create case specific Chemical database which allows the user to temporarily alter properties of the chemical species
 
5. RAMMET file replaces NWS weather files.
 
6. Activation of user defined subroutines for 
conductivity & mass diffusivity
 
7.improved atmospheric boundary layer model and vertical turbulence profiles consistent with vertical shear and thermal stratification
 
8.improved terrain roughness model
 
9. Structured / Unstructured mesh options
 
10. Provision to create user defined visualization planes / profiles

  Forthcoming issue 

Modeling of Polluttion  of  River Tarn

     Previous issue 
Fluidyn in Environment          and risk Analysis
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 Underground tunnels are the life line of traffic movement in metropolitan cities, world over. High speed trains running on the tracks inside tunnels, produce fine metallic and other pollutants which can get suspended in the air and can reach unacceptable limits, at times. Also accidents, fires and explosions, though rarely occurring, can be suffocating and threat to life. Study of Underground tunnel ventilation and flow of air due to movement of trains, specially at crosses and junctions, is essential to prepare emergency evacuation plans, in such situations. 

 Due to the frequent movement of high speed trains, the velocity of air inside the tunnels becomes very high and turbulent. Because of the trains coming from opposite directions, the flow of air is often obstructed and modified. Apart from this, the ventilation system of the tunnel, despite being robust, may not be sufficient for accidental situations, like fire, explosion etc. 

    

:                                                              Train vocabulary

         
                       Velocity Vector plot as the train crosses station                                                          Pollutant  field as the train crosses station

  

                        Location of the sources of emission                 

    

                         View of the flow in the stations

    

                           Isocontours of speeds in Station

The pollutants in the form of fine particles can be produced from 3 sources: 
1. Fine dust produced by friction of break pads against wheels. 
2. Fine dust produced by friction of wheels against rails. 
3. Fine dust produced by the sliding action of the pantograph mechanism over the catenaries.

PM10 Pollutant particles emanate from two sources
1. Particles at the top (from electric cable, catenaries and pantograph)
2. Particles at the bottom (from rails, brake-pads, packing material of brakes, wheels.)

There is no emission, when the train is stopped. There are emissions from  cable and pantograph and wheels and rails  during the acceleration phase while all sources emit during the deceleration phase. The distance traveled by an average coach per month is nearly 11 000 km.

Covering the aforesaid aspects, a number of studies were done by Fluidyn Engineers. We are giving below the excerpts from one such study done for a railway underground train station system.

Taking into account     the pistonnement, induced by the passage of the trains in the stations and tunnels, the same can be simulated by the technique of the sliding grid. The technique of the sliding grid and non matching mesh is used in order to take into account the displacement of an object in a fixed environment, Thus, with each cycle, the whole of the interfaces not in conformity is recomputed to take into account flows crossing these interfaces.

For taking into account of the crossing passage of two trains, the technique used is the same one:  the grid was thus extended on four zones (two zones on both sides of each train.

The three-dimensional digital simulations of the flows, as well as dispersion (gas and particles) were carried out on a portion of tunnel, including the  station and its various accesses towards outside. The results of calculations, were compared with the experimental values available. A detailed and rigorous comparison of the results obtained by simulation and the results obtained in experiments is difficult to implement:  the lack of reproducibility of the experimental results available, the fact that the flows in which measurements were carried out are not perfectly stationary, the localization of the intake points (always located near the walls of the tunnels), as well as the  insufficient information available on the kinetics of dispersion (weak temporal sampling for gas dispersion, concentrations realized in time for the dispersion of particles) limit the possible comparisons.

The comparison carried out for the test of dispersion of particles is more delicate:  although the flow observed between two stations was considered stable (at the moment of the velocity measurements) and was directed towards the system of extraction, one station indeed seems to have the behavior of an agitated engine (which causes to homogenize the concentrations inside the station)

The results of the steady flow obtained correspond to the flow pattern most frequently observed during conduction of experimental measurements:  all the air volume displacements are made outside of the field towards the system of extraction  

The flow obtained in the access passages towards outside are, then, also strongly dependent on the movement of the trains in the station. 

The field speed is not homogeneous in this zone:  thus, under the effect of the reversal of the flow, coming from the corridors from the  station, the flow is faster in the central part of the tunnel

The adjoining images present some visualizations of the flow around the trains.  One observes a zone of overpressure (responsible for pushed masses of air just in front of  train, and a depression (responsible for the aspiration of the masses of air to the back of the train

 It appears that the flow induced by the movement of the trains in the network strongly influences the propagation of the tracers.  It is thus necessary to take into account this movement within the framework of simulations of the dispersion of pollutants in the subway in activity.  

                                
                                      Position of sensors.                                                                      Contour plots for speed distribution near train & line
 
 
 

                                                                                                     Forthcoming Issue
 
                                                                                     Modeling of Polluttion of River Tarn
 
 Rivers , estuaries and large water bodies are source of water supplies to adjoining cities, towns, Also they are a graet factor in ecological balance. Dispersion of pollutants, generated out of industrial effluents, metropolitan sewage stations, need a close watch. Also the sedimentation, in the river beds due to flow of solid particles with effluent water, errosion due to rain and the river ciurrent itself, can cause fllooding and shifting of the main current. This will cause suspended pollutants to drift towards stagnated flow areas and increase the pollutant concentration, and thus disbalance the river ecology. fluidyn-FLOWSOL family of software are customised to model the flows, pollutant dispersion and sedimentation in rivers, water bodies and estuaries. Fluidyn Engineers have done a number of such studies. Coming issue of the News Letter will feature the study done for the TARN River.                                                               

                         

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