Repository logo
  • Log In
    Log in via Symplectic to deposit your publication(s).
Repository logo
  • Communities & Collections
  • Research Outputs
  • Statistics
  • Log In
    Log in via Symplectic to deposit your publication(s).
  1. Home
  2. Faculty of Engineering
  3. Civil and Environmental Engineering
  4. Civil and Environmental Engineering PhD theses
  5. Negatively buoyant fluid projectiles
 
  • Details
Negatively buoyant fluid projectiles
File(s)
Myrtroeen-OJ-2012-PhD-Thesis.pdf (1.94 MB)
Author(s)
Myrtroeen, Ole Joergen
Type
Thesis or dissertation
Abstract
An experimental study concerning the rise height and morphology of a negatively buoyant fluid projectile, produced when a finite volume of saline solution is forced vertically upwards into a quiescent and uniform fresh water environment, is presented. Unlike the much studied continuous injection of high Reynolds number negatively buoyant fluid giving rise to a turbulent fountain, the behaviour of a finite volume negatively buoyant release remains, until now, unstudied.
The work presented herein is based on the development of an experimental set up and methodology specifically tailored to the study of the negatively buoyant projectile. We commence by identifying the two source parameters governing the behaviour of the negatively buoyant projectile; namely the source Froude number FrD, expressing the ratio of source momentum to source buoyancy, and the aspect ratio of release L/D. relating the length L of the column of saline solution dispensed to the nozzle diameter D. In doing so, we note the link to turbulent fountains (continuous negatively buoyant releases) whose behaviour is governed solely by FrD and to vortex rings (finite volume neutrally buoyant releases), whose behaviour is governed solely by L/D.
Based on its differing rise height behaviour and morphology of release (for varying FrD and L/D), we classified the negatively buoyant projectile into one of three regimes: the weak-fountain regime, where the rise height behaviour of the negatively buoyant projectile adhered to very weak fountain predictions; the vorticity-development regime, where the development of an internal vortical structure within the head of the negatively buoyant projectile inhibited its vertical propagation; and the forced-release regime, where the rise height behaviour of the negatively buoyant release adhered, under certain source conditions, to forced fountain predictions.
This adherence of the rise height behaviour of negatively buoyant projectiles to fountain rise height predictions led to a study of the source conditions (in terms of FrD and L/D), separating finite volume behaviour (negatively buoyant projectile) from continuous behaviour (fountain), at least in terms of initial fountain rise heights. This study led to a classification of the FrD and L/D vales marking the transition from finite volume behaviour to continuous behaviour for negatively buoyant releases, linking our work on the negatively buoyant projectile to existing fountain literature.
Finally, we studied the time dependent volume of the head of the negatively buoyant projectile as it propagated, and identified two stages: a growth stage and a decay stage. We established that the volume of the head of the negatively buoyant projectile is subject to an absolute limit. This finding compares favourably with the absolute limit on the volume of fluid contained within a neutrally buoyant vortex ring (the formation number), as detailed in vortex ring literature. On comparing our findings on the negatively buoyant projectile to those on vortex rings, we developed a new method for estimating the formation number of negatively buoyant projectiles (possibly also for vortex rings), determined the dependence of the formation number on FrD, and linked our work on the negatively buoyant projectile to the existing literature on vortex rings.
Date Issued
2011
Date Awarded
2012-01
URI
http://hdl.handle.net/10044/1/9212
DOI
https://doi.org/10.25560/9212
Advisor
Hunt, Gary
Sponsor
Imperial College Urban Cities Programme
Creator
Myrtroeen, Ole Joergen
Publisher Department
Civil and Environmental Engineering
Publisher Institution
Imperial College London
Qualification Level
Doctoral
Qualification Name
Doctor of Philosophy (PhD)
About
Spiral Depositing with Spiral Publishing with Spiral Symplectic
Contact us
Open access team Report an issue
Other Services
Scholarly Communications Library Services
logo

Imperial College London

South Kensington Campus

London SW7 2AZ, UK

tel: +44 (0)20 7589 5111

Accessibility Modern slavery statement Cookie Policy

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science

  • Cookie settings
  • Privacy policy
  • End User Agreement
  • Send Feedback