Robert McKibbin
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Robert McKibbin has a total of 44 co-authors. Here are the top co-authors by number of shared publications:
- Winston LeMay Sweatman
Massey University
2 shared publications - A Bassom
Department of Mathematics The University of Exeter North Park Road Exeter Devon EX4QE United Kingdom
1 shared publication A Bracken
Department of Mathematics The University of Queensland St. Lucia QLD 4072
1 shared publication- A. Tordesillas
School of Mathematics The University of Melbourne 3010 VIC
1 shared publication - Amjad Ali
Massey University
1 shared publication - Andrew Eberhard
Mathematics Department, RMIT – GPO Box 2476V, Melbourne, Vict. 3001, Australia
1 shared publication
Latest Publications
- 23 November 2021
- Published by IOP Publishing in Physica Scripta
- Vol. 96 (12) , 125254
Forced convection heat transfer from a plate stack embedded in a homogeneous porous medium
The current paper examines some novel and interesting aspects of the mathematical modelling of fluid flow and forced convection heat transfer from a plate stack embedded in a homogeneous porous media. Time-dependent forced convection heat transfer from some cylinders embedded in groundwater are explored numerically using finite difference methods. An algorithm was developed about rectangular heated solid objects with the same size placed in an in-line arrangement in homogeneous porous media. Central and one-sided finite difference formulae are used to discretize the domain. Applying the mathematical model, continuity, momentum, and energy equations are solved by the finite difference methods. Generally, analytical solutions are not possible for such problems, so most of the work is done numerically. The numerical results for the two-dimensional velocity potential and stream function have been calculated and the resulting fluid and temperature contours are represented graphically for various values of the parameters involved (e.g. length of the entrance, the fluid flow rates, coefficient of thermal diffusion and advection in the observed long-time plume behaviour, effect of time and temperature on heat transfer, etc.). It is observed that fluid and heat fluxes and fluid velocity depend upon the size, shape, burial depth, position of heated objects, and positions of the entrance and exit of the homogeneous porous media. Moreover, the hydraulic conductivity of the porous medium affects the pressure drops, fluid velocity as well as the heat transfer rates.
- 23 November 2021
- Published by IOP Publishing in Physica Scripta
- Vol. 96 (12) , 125254
Forced convection heat transfer from a plate stack embedded in a homogeneous porous medium
The current paper examines some novel and interesting aspects of the mathematical modelling of fluid flow and forced convection heat transfer from a plate stack embedded in a homogeneous porous media. Time-dependent forced convection heat transfer from some cylinders embedded in groundwater are explored numerically using finite difference methods. An algorithm was developed about rectangular heated solid objects with the same size placed in an in-line arrangement in homogeneous porous media. Central and one-sided finite difference formulae are used to discretize the domain. Applying the mathematical model, continuity, momentum, and energy equations are solved by the finite difference methods. Generally, analytical solutions are not possible for such problems, so most of the work is done numerically. The numerical results for the two-dimensional velocity potential and stream function have been calculated and the resulting fluid and temperature contours are represented graphically for various values of the parameters involved (e.g. length of the entrance, the fluid flow rates, coefficient of thermal diffusion and advection in the observed long-time plume behaviour, effect of time and temperature on heat transfer, etc.). It is observed that fluid and heat fluxes and fluid velocity depend upon the size, shape, burial depth, position of heated objects, and positions of the entrance and exit of the homogeneous porous media. Moreover, the hydraulic conductivity of the porous medium affects the pressure drops, fluid velocity as well as the heat transfer rates.
- Open Access
- 20 June 2019
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 59, 1-29
Estimating Transonic Drag
To predict the trajectory of projectiles such as bullets and mortar shells, we require knowledge of the acting forces, including drag. For the most part, the drag coefficient (which is dependent on the local Mach number) is well-understood for subsonic and supersonic velocities. However, there is often a rapid and unintuitive change in the drag behaviour near the speed of sound. The transonic behaviour of the projectiles is addressed in two major ways. First we explain the underlying physics of drag in the three major regimes. The appearance of shock waves alters the drag forces dramatically. In some situations, the physical models are simplified to directly obtain the drag coefficient profile. Then we tackle an inverse problem, where firing table data gives the drag coefficient profile. The drag profile obtained by both point-by-point optimisation and by parametrising a suitable family of functions. Finally, transonic data is difficult to obtain in wind-tunnel experiments, so based on our understanding of the physics, alternative experiments are suggested. This research was undertaken as part of the 2017 Mathematics in Industry Study Group (Adelaide) with industry partner, the Defence Science and Technology group.
- 20 June 2019
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 59, 1-29
Open AccessEstimating Transonic Drag
To predict the trajectory of projectiles such as bullets and mortar shells, we require knowledge of the acting forces, including drag. For the most part, the drag coefficient (which is dependent on the local Mach number) is well-understood for subsonic and supersonic velocities. However, there is often a rapid and unintuitive change in the drag behaviour near the speed of sound. The transonic behaviour of the projectiles is addressed in two major ways. First we explain the underlying physics of drag in the three major regimes. The appearance of shock waves alters the drag forces dramatically. In some situations, the physical models are simplified to directly obtain the drag coefficient profile. Then we tackle an inverse problem, where firing table data gives the drag coefficient profile. The drag profile obtained by both point-by-point optimisation and by parametrising a suitable family of functions. Finally, transonic data is difficult to obtain in wind-tunnel experiments, so based on our understanding of the physics, alternative experiments are suggested. This research was undertaken as part of the 2017 Mathematics in Industry Study Group (Adelaide) with industry partner, the Defence Science and Technology group.
- Open Access
- 26 May 2018
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 58, 365-378
The self-thinning rule and plant population modelling with resource constraints
The self-thinning rule and plant population modelling with resource constraints
- 26 May 2018
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 58, 365-378
Open AccessThe self-thinning rule and plant population modelling with resource constraints
The self-thinning rule and plant population modelling with resource constraints
- Open Access
- 15 April 2018
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 58, 67-120
Modelling microbial pollutant loads associated with surface water run-off in water supply catchments
Modelling microbial pollutant loads associated with surface water run-off in water supply catchments
- 15 April 2018
- Published by Australian Mathematical Publishing Association, Inc. in The ANZIAM Journal
- Vol. 58, 67-120
Open AccessModelling microbial pollutant loads associated with surface water run-off in water supply catchments
Modelling microbial pollutant loads associated with surface water run-off in water supply catchments
- 27 March 2014
- Published by Springer Nature
- p. 53-58
Pollutant Transport and Its Alleviation in Groundwater Aquifers
- 27 March 2014
- Published by Springer Nature
- p. 53-58
Pollutant Transport and Its Alleviation in Groundwater Aquifers
- 20 May 2010
- Published by Springer Nature
- p. 869-874
An Advection-Dispersion Model for Spray Droplet Transport Including Interception by a Shelterbelt
- 20 May 2010
- Published by Springer Nature
- p. 869-874
An Advection-Dispersion Model for Spray Droplet Transport Including Interception by a Shelterbelt
- 16 January 2009
- Published by Springer Nature in Transport in Porous Media
- Vol. 77 (2) , 229-242
Weak 2D Convective Plumes in a Sloping Permeable Layer
- 16 January 2009
- Published by Springer Nature in Transport in Porous Media
- Vol. 77 (2) , 229-242
Weak 2D Convective Plumes in a Sloping Permeable Layer
- 1 January 2009
- Published by Cambridge University Press (CUP) in The ANZIAM Journal
- Vol. 50 (3) , 365-380
COMPONENTS AND PHASES: MODELLING PROGRESSIVE HYDROTHERMAL ERUPTIONS
This is a review of progress made since [R. McKibbin, “An attempt at modelling hydrothermal eruptions”, Proc. 11th New Zealand Geothermal Workshop 1989 (University of Auckland, 1989), 267–273] began development of a mathematical model for progressive hydrothermal eruptions (as distinct from “blasts”). Early work concentrated on modelling the underground process, while lately some attempts have been made to model the eruption jet and the flight and deposit of ejected material. Conceptually, the model is that of a boiling and expanding two-phase fluid rising through porous rock near the ground surface, with a vertical high-speed jet, dominated volumetrically by the gas phase, ejecting rock particles that are then deposited on the ground near the eruption site. Field observations of eruptions in progress and experimental results from a laboratory-sized model have confirmed the conceptual model. The quantitative models for all parts of the process are based on the fundamental conservation equations of motion and thermodynamics, using a continuum approximation for each of the components.
- 1 January 2009
- Published by Cambridge University Press (CUP) in The ANZIAM Journal
- Vol. 50 (3) , 365-380
COMPONENTS AND PHASES: MODELLING PROGRESSIVE HYDROTHERMAL ERUPTIONS
This is a review of progress made since [R. McKibbin, “An attempt at modelling hydrothermal eruptions”, Proc. 11th New Zealand Geothermal Workshop 1989 (University of Auckland, 1989), 267–273] began development of a mathematical model for progressive hydrothermal eruptions (as distinct from “blasts”). Early work concentrated on modelling the underground process, while lately some attempts have been made to model the eruption jet and the flight and deposit of ejected material. Conceptually, the model is that of a boiling and expanding two-phase fluid rising through porous rock near the ground surface, with a vertical high-speed jet, dominated volumetrically by the gas phase, ejecting rock particles that are then deposited on the ground near the eruption site. Field observations of eruptions in progress and experimental results from a laboratory-sized model have confirmed the conceptual model. The quantitative models for all parts of the process are based on the fundamental conservation equations of motion and thermodynamics, using a continuum approximation for each of the components.
- 1 March 2004
- Published by Springer Nature in Environmental Modeling & Assessment
- Vol. 9 (1) , 33-42
Source Release-Rate Estimation of Atmospheric Pollution from a Non-Steady Point Source at a Known Location
- 1 March 2004
- Published by Springer Nature in Environmental Modeling & Assessment
- Vol. 9 (1) , 33-42
Source Release-Rate Estimation of Atmospheric Pollution from a Non-Steady Point Source at a Known Location
- Open Access
- 1 July 2001
- Published by Cambridge University Press (CUP) in The ANZIAM Journal
- Vol. 43 (1) , f1-f4
ANZ volume 43 issue 1 Cover and Front matter
- 1 July 2001
- Published by Cambridge University Press (CUP) in The ANZIAM Journal
- Vol. 43 (1) , f1-f4
Open AccessANZ volume 43 issue 1 Cover and Front matter