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Professor Peter Nielsen
Professor

Peter Nielsen

Email: 
Phone: 
+61 7 336 53510

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

  • Fluid mechanics broadly

  • Water waves

  • Coastal flooding

  • Beach erosion

  • Coastal groundwater issues

  • 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

187 works between 1981 and 2025

61 - 80 of 187 works

2011

Conference Publication

Application of the wave pump concept to simulate tidal anomalies in Lake Conjola, NSW

Vu, Thuy T.T, Nielsen, P., Callaghan, D. P. and Hanslow, D. J. (2011). Application of the wave pump concept to simulate tidal anomalies in Lake Conjola, NSW. Sixth International Conference on Asian and Pacific Coasts (APAC 2011), Hong Kong, China, 14-16 December 2011. Singapore: World Scientific Publishing Company. doi: 10.1142/9789814366489_0096

Application of the wave pump concept to simulate tidal anomalies in Lake Conjola, NSW

2011

Conference Publication

Downward transfer of momentum by growing waves

Nielsen, Peter (2011). Downward transfer of momentum by growing waves. 20th Australasian Coastal and Ocean Engineering Conference and the 13th Australasian Port and Harbour Conference, Perth, Australia, 28-30 September 2011. Nedlands, W.A., Australia: The University of Western Australia.

Downward transfer of momentum by growing waves

2010

Journal Article

A conceptual ecosystem model of microbial communities in enhanced biological phosphorus removal plants

Nielsen, Per Halkjaer, Mielczarek, Artur Tomasz, Kragelund, Caroline, Nielsen, Jeppe Lund, Saunders, Aaron Marc, Kong, Yunhong, Hansen, Aviaja Anna and Vollertsen, Jes (2010). A conceptual ecosystem model of microbial communities in enhanced biological phosphorus removal plants. Water Research, 44 (17), 5070-5088. doi: 10.1016/j.watres.2010.07.036

A conceptual ecosystem model of microbial communities in enhanced biological phosphorus removal plants

2010

Other Outputs

Tropical cyclone 'Roger' storm surge assessment

Stewart, Jared, Callaghan, David and Nielsen, Peter (2010). Tropical cyclone 'Roger' storm surge assessment. Civil Engineering Research Reports Brisbane, Australia: School of Civil Engineering, The University of Queensland. doi: 10.14264/210173

Tropical cyclone 'Roger' storm surge assessment

2010

Journal Article

Assessment of dispersive pressure as a beach placer mechanism

Tomkins, Matt R., Nielsen, Peter and Baldock, Tom E. (2010). Assessment of dispersive pressure as a beach placer mechanism. Sedimentology, 57 (2), 408-417. doi: 10.1111/j.1365-3091.2009.01086.x

Assessment of dispersive pressure as a beach placer mechanism

2010

Conference Publication

Velocity defect law in the wave bottom boundary layer

Abreu, Tiago, Michallet, H., Silva, P. A., Sancho, F. and Nielsen, P. (2010). Velocity defect law in the wave bottom boundary layer. 32nd International Conference on Coastal Engineering, ICCE 2010, Shanghai, 30 June-5 July 2010. Reston, VA United States: American Society of Civil Engineers. doi: 10.9753/icce.v32.posters.30

Velocity defect law in the wave bottom boundary layer

2010

Conference Publication

Vertical scales and shear stresses in wave boundary layers over movable beds

Nielsen, Peter and Guard, Paul A. (2010). Vertical scales and shear stresses in wave boundary layers over movable beds. 32nd International Conference on Coastal Engineering, ICCE 2010, Shanghai, 30 June-5 July 2010. Reston, VA United States: American Society of Civil Engineers. doi: 10.9753/icce.v32.sediment.1

Vertical scales and shear stresses in wave boundary layers over movable beds

2010

Journal Article

u-Shaped surf beat understood in terms of transient forced long waves

Nielsen, Peter and Baldock, Tom E. (2010). u-Shaped surf beat understood in terms of transient forced long waves. Coastal Engineering, 57 (1), 71-73. doi: 10.1016/j.coastaleng.2009.09.003

u-Shaped surf beat understood in terms of transient forced long waves

2010

Journal Article

Discussion of "effect of seepage-induced nonhydrostatic pressure distribution on bed-load transport and bed morphodynamics" by Simona Francalanci, Gary Parker, and Luca Solari

Baldock, Tom E. and Nielsen, Peter (2010). Discussion of "effect of seepage-induced nonhydrostatic pressure distribution on bed-load transport and bed morphodynamics" by Simona Francalanci, Gary Parker, and Luca Solari. Journal of Hydraulic Engineering, 136 (1) 010001QHY, 77-79. doi: 10.1061/(ASCE)HY.1943-7900.0000015

Discussion of "effect of seepage-induced nonhydrostatic pressure distribution on bed-load transport and bed morphodynamics" by Simona Francalanci, Gary Parker, and Luca Solari

2009

Journal Article

How storm size matters for surge height

Nielsen, Peter (2009). How storm size matters for surge height. Coastal Engineering, 56 (9), 1002-1004. doi: 10.1016/j.coastaleng.2009.02.006

How storm size matters for surge height

2009

Journal Article

Coastal and estuarine processes

Nielsen, Peter (2009). Coastal and estuarine processes. Advanced Series on Ocean Engineering, 29, 1-357. doi: 10.1142/9789812837134_0001

Coastal and estuarine processes

2009

Journal Article

Behavior of a shallow water table under periodic flow conditions

Cartwright, Nick, Nielsen, Peter and Perrochet, Pierre (2009). Behavior of a shallow water table under periodic flow conditions. Water Resources Research, 45 (3) W03416, W03416.1-W03416.10. doi: 10.1029/2008WR007306

Behavior of a shallow water table under periodic flow conditions

2009

Book

Coastal and estuarine processes

Nielsen, Peter (2009). Coastal and estuarine processes. World Scientific Publishing Co.. doi: 10.1142/7114

Coastal and estuarine processes

2009

Conference Publication

Bed shear stress in unsteady flow

Guard, Paul Andrew, Baldock, Tom E. and Nielsen, Peter (2009). Bed shear stress in unsteady flow. Coasts and Ports 2009, Wellington, New Zealand, 16 - 18 September 2009. Wellington, New Zeaalnd: ICCE. doi: 10.9753/icce.v32.sediment.8

Bed shear stress in unsteady flow

2009

Conference Publication

Mean and variance of the velocity of solid particles in turbulence

Nielsen, Peter (2009). Mean and variance of the velocity of solid particles in turbulence. EUROMECH Colloquium on Particle-Laden Flow, Enschede, Netherlands, 21-23 June 2006. Dordrecht , Netherlands: Springer. doi: 10.1007/978-1-4020-6218-6

Mean and variance of the velocity of solid particles in turbulence

2009

Book

Coastal and estuarine processes

Nielsen, Peter (2009). Coastal and estuarine processes. Singapore: World Scientific Publishing. doi: 10.1142/9789812837134_0001

Coastal and estuarine processes

2009

Conference Publication

Process-determined coastal erosion hazards

Callaghan D., Ranasinghe R., Nielsen P., Larson M. and Short A. (2009). Process-determined coastal erosion hazards. 31st International Conference on Coastal Engineering, ICCE 2008, Hamburg, 31 August-5 September 2008. Reston, VA United States: American Society of Civil Engineers. doi: 10.1142/9789814277426_0351

Process-determined coastal erosion hazards

2009

Conference Publication

Analytical description of transient long waves like storm surges, surf beat and tsunami

Nielsen, Peter (2009). Analytical description of transient long waves like storm surges, surf beat and tsunami. 6th International Conference on Coastal Dynamics, Tokyo JAPAN, SEP 07-11, 2009. Singapore: World Scientific Publishing Co. doi: 10.1142/9789814282475_0014

Analytical description of transient long waves like storm surges, surf beat and tsunami

2009

Conference Publication

Unsteady flow effects on bed shear stress and sheet flow sediment transport

Guard, Paul and Nielsen, Peter (2009). Unsteady flow effects on bed shear stress and sheet flow sediment transport. 31st International Conference on Coastal Engineering, Hamburg, Germany, 31 August - 5 September 2008. Amsterdam, Netherlands: Elsevier. doi: 10.1142/9789814277426_0126

Unsteady flow effects on bed shear stress and sheet flow sediment transport

2008

Journal Article

Statistical simulation of wave climate and extreme beach erosion

Callaghan, D., Nielsen, P., Short, A. and Ranasinghe, R. (2008). Statistical simulation of wave climate and extreme beach erosion. Coastal Engineering, 55 (5), 375-390. doi: 10.1016/j.coastaleng.2007.12.003

Statistical simulation of wave climate and extreme beach erosion

Funding

Past funding

  • 2021 - 2024
    Managing the existing and emerging threats from coastal flow slides
    ARC Linkage Projects
    Open grant
  • 2017 - 2018
    Coastal Engineering Research Field Station (CERFS) (ARC LIEF project administered by Griffith University)
    Griffith University
    Open grant
  • 2013 - 2015
    Development and validation of an innovative wind stress model to obtain robust storm surge forecasts
    ARC Discovery Projects
    Open grant
  • 2012 - 2016
    Optimising SWRO Concentrate Discharge During 'Hot Standby' Operation
    Murdoch University
    Open grant
  • 2010 - 2013
    Development of an adaptive statistical model for oceanic flooding hazards along the East Australian coast
    ARC Linkage Projects
    Open grant
  • 2008 - 2010
    Contribution of surf zone wind stress to storm surge inundation (ARC Discovery Project DP0877235 administered by Griffith University)
    Griffith University
    Open grant
  • 2004
    Beach Groundwater Dynamics: Measurement And Modelling
    ARC Linkage International
    Open grant
  • 2003 - 2005
    Water exchange and mixing at the aquifer-ocean interface
    ARC Discovery Projects
    Open grant
  • 2000 - 2002
    Heavy mineral (black sand) deposits on beaches: their formation and preservation
    University of Sydney
    Open grant
  • 1998
    The investigation of momentum flux in river entrances
    Land and Water Conservation
    Open grant
  • 1997 - 2001
    International collaboration on local sand transport processes and morphological evolution
    University of East Anglia
    Open grant
  • 1997
    Wave setup on beaches and in river entrances
    ARC Australian Research Council (Small grants)
    Open grant
  • 1995
    Turbulence effects on the settling or rise of particles
    UQ External Support Enabling Grant
    Open grant

Supervision

Availability

Professor Peter Nielsen is:
Available for supervision

Before you email them, read our advice on how to contact a supervisor.

Available projects

  • 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.

  • 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.

  • 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.

  • 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

    1. Conditions for the building of tornadoes with angular momentum originating in the clouds: Possibly the reason why tornados can exist.
    2. Fire tornadoes, which act like 'a chimney without walls'
    3. 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.
    4. Oil-spils which, if made to rotate, will maintain enough buoyancy to come to the surface for easy cleanup

  • 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.

  • 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.

  • 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

Completed supervision

Media

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