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A numerical analysis of the flow field surrounding a solar chimney power plant

Thesis (MScIng)--University of Stellenbosch, 2004. / ENGLISH ABSTRACT: This study investigated the flow field above a proposed solar chimney power plant, without
a cross wind, using a commercial numerical solver in the form of CFX 4-4 by AEA
Technology plc. The governing equations solved are for an incompressible steady state
solution. Variation in density due to buoyant effects is modelled with the Boussinesq
approximation, and turbulence is approximated by the k-ε model with modifications due to
buoyancy. The effect of different turbulence conditions at atmospheric inflows is also
investigated.
Modifications to the k-ε turbulence model in the context of atmospheric turbulence are
investigated and applied to the standard k-ε model. These modifications include the
addition of source terms in the turbulence kinetic energy and the turbulence dissipation rate
equations to allow for the production/destruction of turbulence due to buoyancy. Other
modifications include an additional source term in the turbulence dissipation rate equation
accounting for atmospheric stability and the specification of model constants relevant to
atmospheric flows.
Initial results for the flow field using the Boussinesq approximation show reasonable
correlation between the current study and the study by Thiart (2002) whereby the flow
field exhibits characteristics of the axially symmetric turbulent jet. One of the primary and
most noticeable differences between the current study and that of Thiart (2002) is the
difference in height at which air is drawn into the collector.
In order to account for variation in density with height, a modification on the Boussinesq
approximation, the Deep Boussinesq model, Montavon (1998), is applied to a simplified
100 m by 100 m rectangular geometry. The results obtained are compared to a similar
model using the Boussinesq approximation and it is seen that the average velocities
reached in the deep Boussinesq model are significantly larger than those obtained in the
Boussinesq approximation. / AFRIKAANSE OPSOMMING: Hierdie studie ondersoek die vloeiveld bo 'n aangewese son-skoorsteen kragstasie, deur
die gebruik van 'n kommersiële numeriese oplosser in die vorm van CFX 4-4; van AEA
Technology plc. Die heersende vergelykings wat opgelos moet word, is vir 'n niesaampersbare,
tyd-onafhanklike oplossing. Die wisseling in digtheid as gevolg van
saamdrukbaarheids effekte, word gemodelleer met die Boussinesq benadering en
turbulensie-skatting deur die k-ε model met aanpassings as gevolg van dryfkrag. Die effek
van die verskillende turbulensie-toestande teen atmosferiese invloeing word ook
ondersoek.
Aanpassings op die k-ε turbulensie-model in die konteks van atmosferies turbulensie word
ondersoek en toegepas op die standaard k-ε model. Hierdie veranderinge sluit die
byvoeging van bron terme in die turbulente kinetiese energie en die turbulensieverspillings
vergelykings om ruimte te laat vir die produksie/afbreking van turbulensie as
gevolg van dryfkrag in. Ander aanpassings sluit in 'n bykomende bron term in die
turbulensie-verspillings vergelyking wat rekenskap gee vir atmosferiese stabiliteit en die
spesifikasie van model onveranderlikes met betrekking tot atmosferiese vloei.
Aanvanklike resultate vir die vloeiveld met die gebruik van die Boussinesq benadering dui
op geredelike ooreenstemming tussen de huidige studie en die studie van Thiart (2002),
waar die vloeiveld eienskappe toon van 'n simmetriese turbulente spilpunt. Een van die
mees primêre en duidelikste verskille tussen die huidige studie en diè van Thiart (2002) is
die verskil in die hoogte waarteen die lug in die samesteller ingesuig word.
Om rekenskep te kan gee vir die verskil in digtheid met betrekking tot hoogte is 'n
aanpassing van die Boussinesq benadering, die Diep Bussinesq model, Montavon (1998),
aangebring. Hierdie aanpassing word toegepas op ‘n vereenvoudigde 100 m by 100 m
reghoek. Die resultate wat verkry word, word vergelyk met 'n soortgelyke model waar die
algemene snelheid wat met die diep Boussinesq model bereik word merkbaar groter is as
die in die Boussinesq benadering.

Identiferoai:union.ndltd.org:netd.ac.za/oai:union.ndltd.org:sun/oai:scholar.sun.ac.za:10019.1/16337
Date04 1900
CreatorsHarris, Rhydar Lee
ContributorsHarms, T. M., Kroger, D. G., University of Stellenbosch. Faculty of Engineering. Dept. of Mechanical and Mechatronic Engineering.
PublisherStellenbosch : University of Stellenbosch
Source SetsSouth African National ETD Portal
Languageen_ZA
Detected LanguageEnglish
TypeThesis
Formatxvii, various foliations : ill.
RightsUniversity of Stellenbosch

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