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Flow and pressure distribution in linear discrete "ladder-type" fluidic circuits: An analytical approach

Identifieur interne : 000912 ( PascalFrancis/Curation ); précédent : 000911; suivant : 000913

Flow and pressure distribution in linear discrete "ladder-type" fluidic circuits: An analytical approach

Auteurs : Daniel Tondeur [France] ; YILIN FAN [France] ; Jean-Marc Commenge [France] ; LINGAI LUO [France]

Source :

RBID : Pascal:11-0242486

Descripteurs français

English descriptors

Abstract

This article proposes fully analytical solutions for a certain class of networks or circuits for fluid flow, called "ladders" by analogy with the designation used in electrical engineering. Fluidic ladders comprise a discrete number of parallel channels, the ends of which are connected to a straight distributor manifold and to a straight collector manifold. The hydrodynamics are assumed to be purely linear, i.e. viscous laminar flow is assumed everywhere, inertial effects and non-linear contributions of branching singularities are neglected. The known and relatively simple case of the classical electric ladders is taken as a starting point to formulate and solve Kirchhoff's equations together with Ohm's law. The solutions for the steady-state flow-rates in each branch of the ladder are in the form of polynomials of dimensionless resistance ratios. The polynomials and their coefficients are shown to obey simple and general recurrence relations, which allow any size of ladder to be solved. A number of special cases are investigated, from a unique resistance (homogeneous ladders) to two or three different resistances, or a resistance distribution allowing a homogeneous distribution of flow among the parallel channels.
pA  
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A02 01      @0 CESCAC
A03   1    @0 Chem. eng. sci.
A05       @2 66
A06       @2 12
A08 01  1  ENG  @1 Flow and pressure distribution in linear discrete "ladder-type" fluidic circuits: An analytical approach
A11 01  1    @1 TONDEUR (Daniel)
A11 02  1    @1 YILIN FAN
A11 03  1    @1 COMMENGE (Jean-Marc)
A11 04  1    @1 LINGAI LUO
A14 01      @1 Laboratoire Réactions et Génie des Procédés du CNRS, ENSIC, Nancy-Université, 1 rue Grandville @2 54000 Nancy @3 FRA @Z 1 aut. @Z 3 aut.
A14 02      @1 Laboratoire Optimisation de la Conception et Ingénierie de I'Environnement du CNRS, Université de Savoie, Campus Scientifique, Savoie Technolac @2 73376 Le Bourget du Lac @3 FRA @Z 2 aut. @Z 4 aut.
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A21       @1 2011
A23 01      @0 ENG
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A44       @0 0000 @1 © 2011 INIST-CNRS. All rights reserved.
A45       @0 1/4 p.
A47 01  1    @0 11-0242486
A60       @1 P
A61       @0 A
A64 01  1    @0 Chemical engineering science
A66 01      @0 GBR
C01 01    ENG  @0 This article proposes fully analytical solutions for a certain class of networks or circuits for fluid flow, called "ladders" by analogy with the designation used in electrical engineering. Fluidic ladders comprise a discrete number of parallel channels, the ends of which are connected to a straight distributor manifold and to a straight collector manifold. The hydrodynamics are assumed to be purely linear, i.e. viscous laminar flow is assumed everywhere, inertial effects and non-linear contributions of branching singularities are neglected. The known and relatively simple case of the classical electric ladders is taken as a starting point to formulate and solve Kirchhoff's equations together with Ohm's law. The solutions for the steady-state flow-rates in each branch of the ladder are in the form of polynomials of dimensionless resistance ratios. The polynomials and their coefficients are shown to obey simple and general recurrence relations, which allow any size of ladder to be solved. A number of special cases are investigated, from a unique resistance (homogeneous ladders) to two or three different resistances, or a resistance distribution allowing a homogeneous distribution of flow among the parallel channels.
C02 01  X    @0 001D07D
C03 01  X  FRE  @0 Distribution pression @5 01
C03 01  X  ENG  @0 Pressure distribution @5 01
C03 01  X  SPA  @0 Distribución presión @5 01
C03 02  X  FRE  @0 Collecteur @5 02
C03 02  X  ENG  @0 Collector @5 02
C03 02  X  SPA  @0 Colector @5 02
C03 03  X  FRE  @0 Hydrodynamique @5 03
C03 03  X  ENG  @0 Hydrodynamics @5 03
C03 03  X  SPA  @0 Hidrodinámica @5 03
C03 04  X  FRE  @0 Ecoulement laminaire @5 04
C03 04  X  ENG  @0 Laminar flow @5 04
C03 04  X  SPA  @0 Flujo laminar @5 04
C03 05  X  FRE  @0 Singularité @5 05
C03 05  X  ENG  @0 Singularity @5 05
C03 05  X  SPA  @0 Singularidad @5 05
C03 06  X  FRE  @0 Régime permanent @5 06
C03 06  X  ENG  @0 Steady state @5 06
C03 06  X  SPA  @0 Régimen permanente @5 06
N21       @1 164
N44 01      @1 OTO
N82       @1 OTO

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