
Overview
Availability
- Professor Peter Nielsen is:
- Available for supervision
Fields of research
Qualifications
- Masters (Coursework) of Engineering, Technical University of Denmark
- Doctor of Philosophy, Technical University of Denmark
- Doctoral Diploma of Engineering, The University of Queensland
Research interests
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Fluid mechanics broadly
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Water waves
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Coastal flooding
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Beach erosion
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Coastal groundwater issues
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Dam-break waves and steady bores and surges
new area of experimental and theoretical work from 2021.
Works
Search Professor Peter Nielsen’s works on UQ eSpace
1995
Journal Article
Suspended sediment concentration profiles
Nielsen, Peter (1995). Suspended sediment concentration profiles. Applied Mechanics Reviews, 48 (9), 564-569. doi: 10.1115/1.3023145
1995
Journal Article
A simple model for current velocity profiles in combined wave-current flows, by Z.-J. You: comments
Nielsen P. (1995). A simple model for current velocity profiles in combined wave-current flows, by Z.-J. You: comments. Coastal Engineering, 26 (1-2), 99-100. doi: 10.1016/0378-3839(95)00009-3
1994
Conference Publication
Wave propagation in unconfined aquifers
Aseervatham A.M. and Nielsen P. (1994). Wave propagation in unconfined aquifers. Proceedings of the 1994 International Conference on Hydraulics in Civil Engineering, Brisbane, Aust, February 15, 1994-February 17, 1994. Publ by IE Aust.
1994
Conference Publication
Wave Runup and the Coastal Water-Table
Kang, HY and Nielsen, P (1994). Wave Runup and the Coastal Water-Table. 1994 International Conference on Hydraulics in Civil Engineering - Hydraulics Working with the Environment, Brisbane Australia, Feb 15-17, 1994. BARTON: INST ENGINEERS AUSTRALIA.
1993
Conference Publication
New type of nearshore wave gauge
Nielsen Peter, Hanslow David J. and Apelt Colin J. (1993). New type of nearshore wave gauge. 11th Australasian Conference on Coastal and Ocean Engineering. Part 2 (of 2), Townsville, Queensland, Australia, August 23, 1993-August 27, 1993.
1993
Conference Publication
Combined convection-diffusion modelling of sediment entrainment
Nielsen Peter (1993). Combined convection-diffusion modelling of sediment entrainment. Proceedings of the 23rd International Conference on Coastal Engineering, Venice, Italy, October 4, 1992-October 9, 1992. Publ by ASCE. doi: 10.1061/9780872629332.244
1993
Journal Article
Turbulence effects on the settling of suspended particles
Nielsen, Peter (1993). Turbulence effects on the settling of suspended particles. Journal of Sedimentary Petrology, 63 (5), 835-838. doi: 10.1306/D4267C1C-2B26-11D7-8648000102C1865D
1993
Conference Publication
Groundwater movement in beach watertables
Aseervatham A.M., Kang H.Y. and Nielsen P. (1993). Groundwater movement in beach watertables. 11th Australasian Conference on Coastal and Ocean Engineering. Part 2 (of 2), Townsville, Queensland, Australia, August 23, 1993-August 27, 1993. Publ by IE Aust.
1992
Book
Coastal bottom boundary layers and sediment transport
Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport. Singapore, Singapore: World Scientific Publishing. doi: 10.1142/1269
1992
Journal Article
Velocity distribution in turbulent oscillatory boundary layer
You, Z. J., Wilkinson, D. L. and Nielsen, P. (1992). Velocity distribution in turbulent oscillatory boundary layer. Coastal Engineering, 18 (1-2), 21-38. doi: 10.1016/0378-3839(92)90003-D
1991
Journal Article
Wave Runup Distributions On Natural Beaches
Nielsen, P and Hanslow, DJ (1991). Wave Runup Distributions On Natural Beaches. Journal of Coastal Research, 7 (4), 1139-1152.
1991
Conference Publication
Combined convection and diffusion. A new framework for suspended sediment modeling
Nielsen, Peter (1991). Combined convection and diffusion. A new framework for suspended sediment modeling. Publ by ASCE.
1990
Journal Article
Tidal Dynamics of the Water-Table in Beaches
Nielsen, P (1990). Tidal Dynamics of the Water-Table in Beaches. Water Resources Research, 26 (9), 2127-2134. doi: 10.1029/WR026i009p02127
1990
Journal Article
The Roughness Height Under Waves
Nielsen, P, Sena, NR and You, ZJ (1990). The Roughness Height Under Waves. Journal of Hydraulic Research, 28 (5), 645-646. doi: 10.1080/00221689009499052
1989
Journal Article
Wave Setup and Runup - An Integrated Approach
Nielsen, P (1989). Wave Setup and Runup - An Integrated Approach. Coastal Engineering, 13 (1), 1-9. doi: 10.1016/0378-3839(89)90029-X
1989
Journal Article
Analysis of Natural Waves by Local Approximations
Nielsen, P (1989). Analysis of Natural Waves by Local Approximations. Journal of Waterway Port Coastal and Ocean Engineering-Asce, 115 (3), 384-396. doi: 10.1061/(ASCE)0733-950X(1989)115:3(384)
1989
Journal Article
Measuring Waves with Pressure Transducers - Discussion
Nielsen, P (1989). Measuring Waves with Pressure Transducers - Discussion. Coastal Engineering, 12 (4), 381-385. doi: 10.1016/0378-3839(89)90014-8
1988
Journal Article
Wave Setup - a Field-Study
Nielsen, P (1988). Wave Setup - a Field-Study. Journal of Geophysical Research-Oceans, 93 (C12), 15643-15652. doi: 10.1029/JC093iC12p15643
1988
Journal Article
Wave Numbers of Linear Progressive Waves - Discussion
Nielsen, P (1988). Wave Numbers of Linear Progressive Waves - Discussion. Journal of Waterway Port Coastal and Ocean Engineering-Asce, 114 (1), 115-116. doi: 10.1061/(ASCE)0733-950X(1988)114:1(115.2)
1987
Journal Article
Fall Velocity of Particles in Oscillating Flow - Discussion
Nielsen, P (1987). Fall Velocity of Particles in Oscillating Flow - Discussion. Journal of Hydraulic Engineering-Asce, 113 (7), 935-938. doi: 10.1061/(ASCE)0733-9429(1987)113:7(935.2)
Funding
Supervision
Availability
- Professor Peter Nielsen is:
- Available for supervision
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Available projects
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Sediment transport by dam-break waves and other steady bores and surges.
This project involves both experimental work in the Civ Eng Hydraulics lab and theory.
THE SUBJECT MATTER IS NEW. NOT LIKE SEDIMENT TRANSPORT IN STEADY RIVER FLOWS, NOT LIKE SEDIEMT TRANSPORT UNDER WAVES.
What you will generate and study here is the sediment transport, which occurs under progressing dam-break tips, where very large bed shear stresses and correspondingly high sediment transport rates occur for a very short period (shorter than 1 second) just after the passage of the shock front.
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Finite Mixing Length Effects and the importance of coherent flow structures in Geophysical and Industrial Fluid Mechanics
It is well known that the simple gradient diffusion model fails in relation to many geophysical and industrial mixing processes where the important eddies are not infinitesimally small compared to the scales considered. Finite mixing length models are therefore an active area of research, e g Nielsen & Teakle (2004).
The present project will be mainly experimental, studying concentration profiles of light (rising) versus heavy (sinking) particles with numerically similar rise/sinking velocities in the same flow.
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Stratification effects on suspended sediment concentrations under waves
Much of the sand which migrates along the beaches travels in suspension.
The mechanisms which govern such sediment suspensions are therefore of interest.
For some combinations of wave and sand parameters stratification plays an important role. That is, for these parameter combinations, the density of the water-sand-mixture near the bed is sufficiently increased to dampen the turbulence significantly.
The thesis work involves litterature review and laboratory experiments.
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Tornados and other buoyant rotating plumes
The project will experimentally investigate the conditions under which tornado-like flows form naturally or may be triggered.
Of special interest are
- Conditions for the building of tornadoes with angular momentum originating in the clouds: Possibly the reason why tornados can exist.
- Fire tornadoes, which act like 'a chimney without walls'
- Rotating plumes of nutrient rich water, venting from the seabed, which has the potential to sustain large-scale fish production if prevented from mixing too rapidly with surrounding water so that, it can get up to the light- and oxygen-rich environment above the thermocline.
- Oil-spils which, if made to rotate, will maintain enough buoyancy to come to the surface for easy cleanup
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beach morphodynamics
Beach morphodynamics: accretion, erosion and reshaping of beaches by waves will be studied broadly. The widely used but not easily defined concept of equilibrium profiles (morphoogy) will be investigated. Next the processes of change when the morphology is out of equilibrium will be studied. This includes, for a start, the time-scales of changes under regular versus irregular waves.
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Inlet morphodynamics
Coastal inlets are important elements of the environment, which often require management in order to prevent desease due to poor water quality or to prevent flooding. It is therefore very important to understand their natural dynamics in response to forcing by waves, tides and floods. This study will be based on recent progress by Thuy & Nielsen and make use of a large NSW government database as well as new detailed field work.
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Wave runup on cliffs
Wave runup generates important coastal hazards, from the risk of fishermen getting washed off rocks to inundation and destruction of houses and road-infrastructure. While the runup process on (more or less) straight slopes like sandy beaches is fairly well understood, the runup on cliffs is not. Still the most spectacular cases of destructive runup come from cliff locations, e g, more than 50 houses were lost between 20 and 25m above sealevel on the island of Niue during Tropical Cyclone Heta in January 2004. Also, Sato et al, at Coastal Dynamics (2013) reported that the highest inundation levels associated with the 2011 Japanese tsunami, were found on cliff tops. This project incolves field measurements and associated instrument development as well as relevan theory.
Supervision history
Current supervision
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Doctor Philosophy
Coastal erosion when managing beaches under changing climate
Principal Advisor
Other advisors: Associate Professor David Callaghan
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Doctor Philosophy
Amity Point Flow Slides: Intermediate scale investigations
Associate Advisor
Other advisors: Associate Professor David Callaghan
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Doctor Philosophy
Long Term Coastal Morophology Modelling of Rainbow Channel, Moreton Bay
Associate Advisor
Other advisors: Associate Professor David Callaghan
Completed supervision
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2014
Doctor Philosophy
ASPECTS OF INLET GEOMETRY AND DYNAMICS
Principal Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2013
Doctor Philosophy
Modelling as an aid to understand the evolution of Australia's central east coast in response to late Pleistocene-Holocene and future sea level change
Principal Advisor
Other advisors: Professor Tom Baldock
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2011
Master Philosophy
Quantification of the physical impacts of climate change on beach shoreline response
Principal Advisor
Other advisors: Professor Tom Baldock
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2010
Doctor Philosophy
Sheet flow sediment transport and swash hydrodynamics
Principal Advisor
Other advisors: Professor Tom Baldock
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2007
Doctor Philosophy
HYDRAULIC SORTING OF COASTAL HEAVY MINERAL SANDS
Principal Advisor
Other advisors: Professor Tom Baldock
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2006
Doctor Philosophy
COASTAL BOUNDARY LAYER AND SEDIMENT TRANSPORT MODELLING
Principal Advisor
Other advisors: Professor Tom Baldock
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2005
Doctor Philosophy
ISSUES AT THE FRONTIERS OF COASTAL MORPHO-DYNAMICS MODELLING
Principal Advisor
Other advisors: Professor Tom Baldock
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2004
Doctor Philosophy
EXTREME WATERLEVELS IN RIVERMOUTHS RELATING TO COASTAL FLOODING
Principal Advisor
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2004
Doctor Philosophy
GROUNDWATER DYNAMICS AND THE SALINITY STRUCTURE IN SANDY BEACHES
Principal Advisor
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2003
Doctor Philosophy
WAVE CURRENT INTERACTION MODELLING AT RIVER ENTRANCES
Principal Advisor
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2003
Doctor Philosophy
MOTION OF PARTICLES AND BUBBLES IN TURBULENT FLOWS
Principal Advisor
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2022
Doctor Philosophy
FINE SEDIMENT TRANSPORT MECHANISMS IN A SHALLOW SUBTROPICAL EMBAYMENT - A COASTAL SYSTEM RESPONSE TO EXTREME FLOODING
Associate Advisor
Other advisors: Dr Alistair Grinham, Associate Professor Remo Cossu
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2021
Doctor Philosophy
Physical and numerical modelling of tsunami propagation, overtopping and bridge pier scour in coastal rivers
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2019
Doctor Philosophy
Interaction and growth of low frequency and high frequency wind waves
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2018
Doctor Philosophy
Laboratory Beach Profile Dynamics and Responses to Changing Water Levels with and without Nourishment
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2017
Master Philosophy
Investigation of the Use of a Computational Fluid Dynamics Software for Continental Shelf Scale Simulations of Surface Gravity Waves
Associate Advisor
Other advisors: Professor Tom Baldock, Associate Professor David Callaghan
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2016
Doctor Philosophy
Infragravity wave forcing in the surf and swash zone.
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2016
Doctor Philosophy
A new methodology for classification of tropical cyclones: the importance of rainfall
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2016
Doctor Philosophy
Beach recovery and studies in accretive sediment transport
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2015
Doctor Philosophy
Swash zone boundary conditions and direct bed shear stress measurements over loose sediment beds
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2014
Doctor Philosophy
Momentum and energy transfer by wave organised motion under wind waves
Associate Advisor
Other advisors: Associate Professor David Callaghan, Professor Tom Baldock
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2014
Doctor Philosophy
Nearshore and Surf Zone Wind Stress
Associate Advisor
Other advisors: Professor Tom Baldock
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2013
Doctor Philosophy
Dynamic Modelling of Coastal Lagoon Opening Processes
Associate Advisor
Other advisors: Professor Tom Baldock
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2012
Doctor Philosophy
Measurement and Modelling of Bed Shear Induced by Solitary Waves
Associate Advisor
Other advisors: Professor Tom Baldock
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2011
Doctor Philosophy
Hydrodynamics of surf and swash on natural beaches
Associate Advisor
Other advisors: Professor Tom Baldock
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2010
Doctor Philosophy
Sediment transport and beach morphodynamics induced by long waves
Associate Advisor
Other advisors: Professor Tom Baldock
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2010
Doctor Philosophy
Influence of long waves and wave groups on swash zone sediment transport
Associate Advisor
Other advisors: Professor Tom Baldock
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2009
Doctor Philosophy
Measurement and Modelling of Swash Zone Bed Shear Stress
Associate Advisor
Other advisors: Professor Tom Baldock
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