Boundary and interface conditions of transport equations for device simulation

2007 ◽  
pp. 265-283 ◽  
Author(s):  
Dietmar Schroeder
Keyword(s):  
Device Simulation ◽  
Transport Equations ◽  
Interface Conditions

scholarly journals 3-D Device Simulation Using Intelligent Solution Method Control

VLSI Design ◽  
1998 ◽  
Vol 6 (1-4) ◽  
pp. 267-272 ◽  
Author(s):  
Daniel C. Kerr ◽  
Isaak D. Mayergoyz
Keyword(s):  
Newton Method ◽  
Solution Method ◽  
Device Simulation ◽  
Transport Equations ◽  
Computer Memory ◽  
Hybrid Solution ◽  
Semiconductor Transport ◽  
Semiconductor Equations ◽  
Newton's Methods

In this paper, a hybrid solution method is implemented for solving the semiconductor transport equations. The hybrid “local Newton” method consists of a combination of the fixedpoint iteration (FPI) and Newton’s methods. The FPI technique is nearly ideally suited to solving large, 3-D systems of semiconductor equations on machines of limited computer memory ; however, it has certain limitations. This motivates the local Newton method, which coordinates the use of both the FPI and Newton’s methods, for convergence faster than either method alone.

Derivation of relaxional transport equations for a gas of pseudo-Maxwellian molecules

1992 ◽  
Vol 2 (3) ◽  
pp. 229-232 ◽  
Author(s):  
Alexander V. Orlov
Keyword(s):  
Transport Equations ◽  
Maxwellian Molecules

Maxwell’s Equations versus Newton’s Third Law

2018 ◽  
Author(s):  
Glyn Kennell ◽  
Richard Evitts
Keyword(s):  
Electric Fields ◽  
Maxwell’S Equations ◽  
Maxwell's Equations ◽  
Simulated Data ◽  
Numerical Data ◽  
Transport Equations ◽  
Concentration Gradients ◽  
Third Law

The presented simulated data compares concentration gradients and electric fields with experimental and numerical data of others. This data is simulated for cases involving liquid junctions and electrolytic transport. The objective of presenting this data is to support a model and theory. This theory demonstrates the incompatibility between conventional electrostatics inherent in Maxwell's equations with conventional transport equations. <br>

On the Effects of Soil-Pipe Interface Conditions on the Fluid-Dominated Axisymmetric Wave in Buried Plastic Water Pipes

2018 ◽  
Author(s):  
Oscar Scussel ◽  
Michael Brennan ◽  
Fabricio Almeida ◽  
Amarildo Tabone Paschoalini
Keyword(s):  
Interface Conditions ◽  
Water Pipes ◽  
Axisymmetric Wave ◽  
Soil Pipe

Macroscopic transport equations for the inhomogeneous anharmonic solid

1975 ◽  
Vol 61 (1) ◽  
pp. 299-323
Author(s):  
J. Van Calck
Keyword(s):  
Transport Equations

A Parallel Scheduling Algorithm for Solving Transport Equations

2010 ◽  
Vol 33 (5) ◽  
pp. 833-840
Author(s):  
Di-Yu ZHOU ◽  
Jie LIU
Keyword(s):  
Scheduling Algorithm ◽  
Transport Equations ◽  
Parallel Scheduling

Sediment transport over fixed deposited beds in sewers - An appraisal of existing models

1997 ◽  
Vol 36 (8-9) ◽  
pp. 123-128 ◽  
Author(s):  
C. Nalluri ◽  
A. K. El-Zaemey ◽  
H. L. Chan
Keyword(s):  
Sediment Transport ◽  
Fixed Bed ◽  
Transport Equations ◽  
Design Criterion ◽  
Pipe Diameter ◽  
Transport Velocity

An appraisal of the existing sediment transport equations was made using May et al (1989) and Ackers (1991) sediment transport equations for the limit of deposition design criterion and with a deposit depth of 1% of the pipe diameter allowed in the sewers. The applicability of those equations for sewers with larger fixed bed deposit depth was assessed, the equations generally over-estimated the transport velocity. Modifications were made to enable the equations to apply to sewers with large fixed bed deposits present.

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