Thesis (MScEng (Mechanical and Mechatronic Engineering))--University of Stellenbosch, 2007. / Cooling tower rain zone performance characteristics such as the loss coefficient and the Merkel number are evaluated and simulated. To this end the influence of drop diameter and drop deformation on the velocity, path length and cooling of single water drops are investigated. Experimental drop size and pressure drop data over a counterflow rain zone are presented and the effect of drop deformation on the pressure drop is investigated using the experimental data and CFD. Using the experimental drop size data and CFD, the performance uncertainty produced by using the Rosin-Rammler drop distribution function as opposed to the discrete drop distribution data is investigated. CFD models are developed to investigate the feasibility of modelling rain zones by assuming a constant drop diameter and to establish which diameter definition is the most representative of a particular polydisperse drop distribution. These models were used to validate the correlations for the rain zone performance characteristics proposed in literature.

Thesis (PhD)--Stellenbosch University, 2004. / ENGLISH ABSTRACT: During the last 30 years I have been involved in the theory and practice of thermal engineering and in particular, in the areas of air-cooled heat exchangers and cooling towers for the power, refrigeration, process and petrochemical industries in South Africa and internationally. During this period, I have authored and co-authored more than 120 papers that were published in technical journals or presented at conferences nationally or internationally. Most of these papers are included in a manuscript entitled "Air-cooled Heat Exchangers and Cooling Towers", in which Ipresent a systematic approach to the thermal performance evaluation and design of industrial air-cooled heat exchangers and cooling towers. This original publication also includes the relevant practice applicable to the design of cooling systems, based on my experience as a consultant to industry. Design offices throughout the world presently follow our design methods, or at least employ many of our research results. Our work has furthermore contributed to the development of improved cooling system designs (e.g. new dephlegmator header designs), components (e.g. single-row flattened finned tubes) and product improvement and quality control (e.g. performance testing and measurement of thermal contact resistance between fin and tube during production). Many of our research findings have found application in the modification of existing cooling systems. The manuscript has also been used as reference work during the presentation of short courses to practising engineers and consultants in industry and to engineering graduates at the University of Stellenbosch. A two-volume edition of this manuscript was published by PennWell Corp., Tulsa, Oklahoma, USA in 2004. / AFRIKAANSE OPSOMMING: Gedurende die laaste 30 jaar was ek betrokke by die teorie en praktyk van lugverkoelde warmteoordraers en koeltorings vir die kragopwekkings-, verkoelings-, proses- en petro-chemiesenywerhede in Suid-Afrika sowel as in die buiteland. Gedurende hierdie periode was ek outeur en mede-outeur van meer as 120 publikasies wat in tegniese tydskrifte, of by plaaslike of oorsese konferensies aangebied is. Die meeste van hierdie publikasies vorm deel van 'n manuskrip getiteld "Air-cooled Heat Exchangers and Cooling Towers" waarin ek 'n sistematiese benadering tot die bepaling van die termiese vermoë en ontwerp van industriële lugverkoelde warmteoordraers en koeltorings aanbied. Hierdie oorspronklike publikasie bevat ook die relevante praktyk wat van toepassing is op verkoelingsaanlegte. Ontwerpkantore wêreldwyd volg tans hierdie ontwerpsmetodes, of gebruik ten minste baie van ons navorsingsresultate. Ons werk het verder bygedra tot die ontwikkeling van verbeterde verkoelingsaanlegte (bv. nuwe deflegmatore), komponente (bv. enkelbuisry platvinbuise ) en verbeterde produkte en kwaliteitskontrole (bv. toetsing van verkoelingsvermoë oftermiese kontakweerstand tussen vin en buis gedurende produksie). Baie van ons bevindinge het toepassing gevind in die modifikasie van verkoelingsaanlegte. Die manuskrip is ook as verwysing gebruik gedurende die aanbieding van kort kursusse aan ingenieurs in die praktyk en aan nagraadse studente aan die Universiteit van Stellenbosch. 'n Twee-volume uitgawe van die manuskrip is deur PennWell Corp., Tulsa, Oklahome, VSA in 2004 gepubliseer.

Thesis (PhD) -- University of Stellenbosch, 2010. / ENGLISH ABSTRACT: In the design of a modern natural draught wet-cooling tower (NDWCT), structural and performance characteristics must be considered. Air flow distortions and resistances must be minimised to achieve optimal cooling which requires that the cooling towers must be modelled two-dimensionally and ultimately threedimensionally to be optimised. CFD models in literature are found to be limited to counterflow cooling towers packed with film fill, which is porous in one direction only and generally has a high pressure drop, as well as purely crossflow cooling towers packed with splash fill. This simplifies the analysis considerably as the effects of flow separation at the air inlet are minimised and fill performance is determined using the method of analysis originally employed to determine the fill performance characteristics from test data. Many counterflow cooling towers are, however, packed with trickle and splash fills which have anisotropic flow resistances, which means the fills are porous in all flow directions and thus air flow can be oblique through the fill, particularly near the cooling tower air inlet. This provides a challenge since available fill test facilities and subsequently fill performance characteristics are limited to purely counter- and crossflow configuration. In this thesis, a CFD model is developed to predict the performance of NDWCTs with any type of spray, fill and rain zone configuration, using the commercial code FLUENT®. This model can be used to investigate the effects of different: atmospheric temperature and humidity profiles, air inlet and outlet geometries, air inlet heights, rain zone drop size distributions, spray zone performance characteristics, variations in radial water loading and fill depth, and fill configurations or combinations on cooling tower performance, for optimisation purposes. Furthermore the effects of damage or removal of fill in annular sections and boiler flue gas discharge in the centre of the tower can be investigated. The CFD modelling of NDWCTs presents various options and challenges, which needed to be understood and evaluated systematically prior to the development of a CFD model for a complete cooling tower. The main areas that were investigated are: spray and rain zone performance modelling by means of an Euler-Lagrangian model; modelling of air flow patterns and flow losses; modelling of fill performance for oblique air flow; modelling of air pressure and temperature profiles outside and inside the cooling tower. The final CFD results for the NDWCT are validated by means of corresponding one-dimensional computational model data and it is found that the performance of typical NDWCTs can be enhanced significantly by including protruding platforms or roundings at the air inlet, reducing the mean drop size in the rain zone, radially varying the fill depth and reducing the air inlet height. / AFRIKAANSE OPSOMMING: By die ontwerp van ‘n moderne natuurlike trek nat koeltoring (NTNK), moet strukturele en werkverrigtings eienskappe in ag geneem word. Wanverdeelde lugvloei en vloeiweerstande moet geminimaliseer word om optimale verkoeling te bewerkstellig, wat vereis dat die koeltorings twee-dimensioneel en uiteindelik driedimensioneel gemodelleer moet word om hulle te kan optimeer. Dit is gevind dat berekeningsvloeidinamika (BVD of “CFD” in engels) modelle in die literatuur, beperk is tot teenvloei koeltorings gepak met film tipe pakking, wat net in een vloeirigting poreus is en boonop gewoonlik ook ‘n hoë drukval het, sowel as suiwer dwarsvloei koeltorings met spatpakking. Hierdie vergemaklik die analise aansienlik omdat die effekte van vloeiwegbreking by die luginlaat verklein word en die pakking se werkverrigtingsvermoë bereken kan word met die analise metode wat oorspronklik gebruik is om die pakkingseienskappe vanaf toets data te bepaal. Baie teenvloei koeltorings het egter drup- (“trickle”) of spatpakkings met anisotropiese vloeiweerstand, wat beteken dat die pakking poreus is in alle vloeirigtings en dat die lug dus skuins deur die pakking kan vloei, veral naby die koeltoring se lug inlaat. Hierdie verskaf ‘n uitdaging aangesien beskikbare pakking toetsfasiliteite, en dus ook pakking karakteristieke, beperk is tot suiwer teenvloei en dwarsvloei konfigurasie. ‘n BVD model word in hierdie tesis ontwikkel wat die werkverrigtingsvermoë van NTNK’s kan voorspel vir enige sproei, pakking en reënsone konfigurasie deur van die kommersiële sagteware FLUENT® gebruik te maak. Hierdie model kan gebruik word om die effekte van verskillende: atmosferiese temperatuur- en humiditeitsprofiele, lug inlaat en uitlaat geometrië, lug inlaat hoogtes, reënsone druppelgrootteverdelings, sproeisone werkverrigtingskarakteristieke, variasie in radiale waterbelading en pakking hoogte, en pakking konfigurasies of kombinasies op koeltoringvermoë te ondersoek vir optimerings doeleindes. Verder kan die effekte van beskadiging of verwydering van pakking in annulêre segmente, en insluiting van ‘n stoomketel skoorsteen in die middel van die toring ondersoek word. Die BVD modellering van NTNK bied verskeie moontlikhede en uitdagings, wat eers verstaan en sistematies ondersoek moes word, voordat ‘n BVD model van ‘n algehele NTNK ontwikkel kon word. Die hoof areas wat ondersoek is, is: sproeien reënsone modellering mbv ‘n Euler-Lagrange model; modellering van lugvloeipatrone en vloeiverliese; modellering van pakking verrigting vir skuins lugvloeie; modellering van lugdruk- en temperatuurprofiele buite en binne in die koeltoring. Die BVD resultate word mbv van data van ‘n ooreenstemmende eendimensionele berekeningsmodel bevestig en dit is bevind dat die werkverrigting van ‘n tipiese NTNK beduidend verbeter kan word deur: platforms wat uitstaan of rondings by die luginlaat te installeer, die duppelgrootte in die reënsone te verklein, die pakkingshoogte radiaal te verander, en die luginlaathoogte te verlaag.

Jessica Langley's work examines animals and nature through various media and form, including watercolor and oil painting, digitally manipulated photography, both large and small scale drawing, and various combinations of each. The work has explored narrative and emotional aspects to more mystical and ecological interpretations. The current body of work settles into banal and familiar interactions with animals, or more specifically the house cat and its accoutrements. Each element of the body of work engages specific concepts that developed out of the American landscape tradition and assimilates the banal subjects into a formal framework. The subjects are monumentalized and romanticized in order to question, not the importance of the objects, but the relevance of the sublime.

“LINDA LAND” is a short story about a man who created an amusement park based on Hell, and his teenage son, who has developed a crush on the preacher’s daughter. Though there are many real-life muses that inspired the story—like Simon Rodia, the artist behind the Watts Towers—the four main literary sources are William Shakespeare’s play, “Romeo and Juliet,” Karen Russell’s novel, “Swamplandia!,” Sylvia Plath’s poem, “Mirror,” and Charlie Kaufman’s screenplay, “Adaptation.”

[pt] No projeto de estruturas treliçadas esbeltas, um ponto relativamente em aberto é quanto à resposta dinâmica dessas torres sob ação do vento. Já foram observadas várias ocorrências de queda de torres por tais efeitos no Brasil e ultimamente, essas incidências vêm aumentando, trazendo diversos transtornos e prejuízos significativos à sociedade e às empresas concessionárias. Nesse contexto, brotam dois aspectos centrais: a modelagem da estrutura e a discretização da ação do vento. A montagem desses dois cenários é feita com base em um modelo numérico, no SAP2000, de uma torre de 73,75 m de altura da linha de transmissão LT - 103, na Amazônia, e uma torre de TV com 192 m de altura, localizada em Brasília-DF, ambas no Brasil. Para avaliação da excitação do vento, é utilizada a norma brasileira NBR 6123. Em estudo preliminar, propõe-se uma forma de representação simplificada das forças do vento sobre a torre, de modo a serem utilizadas resultantes por módulos, convenientemente distribuídas por seus nós principais, visando-se quer a resposta estática, quer a dinâmica. A torre de TV é ensaiada sob a ação de pulsos isolados do vento de projeto e por sucessões diversas desses pulsos com o intuito de simular rajadas de vento. Investiga-se também, para a ação de ventos normalizados extremos, a resposta linear e não-linear P-Delta do sistema. Em consequência, identificam-se pontos de insuficiência estrutural e, para as ações extremas, ensaiam-se recursos mecânicos para controle dos deslocamentos e esforços máximos produzidos pela ação estática e dinâmica do vento. / [en] The dynamic response of slender latticed tower structures under wind excitation is still an open point in the design of such systems. In Brazil, an expressive number of accidents have been registered, in the last few decades, and a large number of material and financial losses have been equally reported, for both people and industrial plant owners. In the structural analysis scenario, two central points dominate the structural engineer concerns: the modeling of the structure and of the wind action. Two tower models are used, a 73,75m high transmission line trussed structure, LT 103, settled in the Brazilian Amazon Basin and a 193m tall trussed TV tower, built in Brasilia-DF. The wind action on the tower members is computed according to the brazilian recommendation, NBR- 6123. In a preliminary study, a simplified procedure is proposed to evaluate the wind forces on the LT-103 tower sections and to conveniently distribute them on the main tower model nodes (joints). The TV Tower is evaluated under the static and dynamic action of the wind forces, either by isolated pulses or by a train of them to model a wind gust. The tower response is computed under a linear and non-linear P-Delta behavior; some faulting spots are identified in the response reports and a combined vibration control solution is proposed incorporating steel tendons conjugated with multiple tuned mass absorbers. A comparison is also made with the NBR 15307 recommendation and a couple of comments are addressed to those who may intend to apply this regulation to investigate the behavior of slender trussed tower structures.

Because of increased domestic construction of taller buildings in Sweden during the lastdecade and more to be planned it is crucial to increase the knowledge in this field and analyzethe problems to find suitable solutions.Due to the nature of taller buildings it is important to focus on key areas that can affect theconstruction in its whole. Such as the logistics during the whole process from start to finishand more important the configurations of the building. This can include fire safety and theload from the wind.Through academic literatures and by interviewing people with key positions during theconstruction of tall buildings in Sweden we have gathered a foundation of information onhow to tackle the problems that occurring when constructing tall buildings.The aim of this degree project is to highlight the problems of the construction of tall buildingsand find suitable solutions of how to effectively minimize or solve the problems.

Amebas de vida livre (AVL) são protozoários amplamente distribuídos na natureza e em ambientes artificiais. Alguns gêneros são oportunistas ou patogênicos, com característica anfizóica, são esses: Acanthamoeba spp., Naegleria spp., Balamuthia spp., Sappinia spp., e recentemente Vermamoeba spp. AVL podem servirem de reservatórios de várias bactérias patogênicas, uma vez que se alimentam dessas no ambiente por fagocitose, algumas espécies de bactérias após internalizadas escapam da via de degradação sobrevivem e multiplicam-se no interior das amebas. Face ao exposto, o presente trabalho objetivou isolar e identificar AVL e as bactérias associadas presentes em águas de torres de resfriamento, cuja temperatura da água varia entre 25 a 30°C (ideal para o desenvolvimento de diversos microrganismos). Amebas foram isoladas em cultivo monoxênico com Escherichia coli inativadas pelo calor. Das amostras positivas, foram realizadas Reações em Cadeia de Polimerase (PCR), utilizando oligonucleotídeos específicos para cada gênero. Os produtos das PCR foram sequenciados e as sequências geradas foram comparadas com sequências parciais de cada gene alvo depositadas no GenBank. Das 36 amostras, 33 (91,66%) foram positivas para presença de AVL, destas 15 (45,4%) foram positivas para Acanthamoeba spp., 12 (36,3%) para Naegleria spp., 6 (18,2%) para Vermamoeba spp. Dos endossimbiontes pesquisados, somente Pseudomonas spp. foram identificadas em 13 (39,3%) isolados de AVL. Os resultados obtidos no presente estudo confirmam a presença de amebas de vida livre potencialmente patogênicas e carreadoras de bactérias patogênicas oportunistas que podem representar um risco à saúde humana. / Free-living amoebae (FLA) are protozoa widely distributed in natural and artificial environments. Some genus are opportunistic or pathogenic, with anfizoic feature : Acanthamoeba spp., Naegleria spp., Balamuthia spp., Sappinia spp., and recently Vermamoeba spp. AVL may serve as reservoirs for various pathogenic bacteria, since they feed by phagocytosis in the environment, some species of bacteria after internalized escape to the pathway of degradation surviving and multiplying within the amoebae. The aim of this study was to isolate and identify FLA and their associated bacteria present in water from cooling tower, whose temperature water varies between 25 to 30 °C (ideal for the development of different organisms). Amoebae were isolated in monoxenic cultivation with Escherichia coli inactivated by heat. Of the positive samples Polymerase Chain Reactions (PCR) were performed using specific primers for each genus. The PCR products were sequenced and the sequences were generated compared with partial sequences of each gene target deposited in GenBank. From the 36 samples, 33 (91.66%) were positive for the presence of FLA. Of these, 15 (45.4%) were positive for Acanthamoeba spp., 12 (36.3%) for Naegleria spp. and 6 (18.2 %) for Vermamoeba spp. Of the amoeba isolated, 13 (39.3%) were associated to bacteria wich belong to Pseudomonas genus (100%). Another bacteria investigated were absent. The results of this study confirm the presence of potentially pathogenic free-living amoebae as vehicles of opportunistic/pathogenic bacteria that can pose a risk to the human health.

Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Architecture, 1988. / Includes bibliographical references. / The "skyscraper problem" challenged the thought and practice of civic designers and architects prior to World War I. It referred to the incompatibility of City Beautiful principles with economically propelled land development, and to the contradiction between the notion of architecture as an art and the skyscraper's programmatic and technical requirements. Civic designers in New York had difficulty accommodating the skyscraper in their large-scale plans. They also found that it intruded on their vision for the business street, hindered their attempts to plan City Hall Park as New York's civic center, and created a chaotic skyline. Bruce Price, Louis Sullivan, Thomas Hastings, Cyrus L.W. Eidlitz, and other architects suggested alternative proposals for subjecting the skyscraper to the constraints of design . Prior to the design of the Woolworth Building, however, architectural critics did not unanimously endorse any single approach. Frank Woolworth chose a site for his proposed headquarters at the intersection of City Hall Park, New York's civic center, with lower Broadway, the spine of its business district . Woolworth commissioned Cass Gilbert to design the Woolworth Building in 1910. Gilbert shared the City Beautiful vision of McKim, Mead & White and Daniel Burnham. He also accepted the skyscraper's pragmatic requirements. Woolworth intended his headquarters to function as a speculative office building, but also to look like a civic institution. The imagery of a civic institution would represent the capitol of his commercial "empire" as well as display his civic-mindedness, wealth, and cosmopolitanism. The Woolworth Building's siting at New York's civic center, its composition, its arcade, and its sculptural and mural decoration identified it with the prevailing concept of the civic building. The soaring vertical piers of its exterior recalled Gilbert's earlier design for the West Street Building, which was influenced by the functionalist ideas of Louis Sullivan. The Woolworth Building convinced critics that a suitable architectural expression could be found for the skyscraper. Zoning reformers regarded it as a benign skyscraper. Contemporary observers attuned to City Beautiful aesthetic principles thought that the Woolworth Building strengthened the order and image of New York's civic center and enhanced the view of the city from afar. / by Gail Fenske. / Ph.D.

The successive struggle of Perge Antique City to resist against aging is clearly signified by Hellenistic Towers Ruins, parts of which still reaches up to 20 m high. Being a most reflecting example located at Anatolia, it clearly signifies its construction period and function compared to other examples that constitutes the same features. However, There exist a certain requirement of detailed and wide ranging conservation study for finding remedy to cope with risk of further collapse, which is originated from the slender geometry of Towers Remains. Therefore, the need of a survey on the structural behaviour of towers with non-linear analytical modelling techniques is fulfilled in this study. Preliminary analytical modelling (linear-elastic, macro models) was performed by using SAP2000 while, following detailed discrete stone element modelling examinations were performed with ANSYS-Ls DYNA, ABAQUS Software. Verification for simulations were made with results related with ambient vibration dynamic testing performed at Eastern Tower and Closed-form, simple calculations. In the light of results bound to structural behaviour investigation on reconstitution, stability performance of today&#039 / s ruins was examined against seismic activities. Four different strengthening methods were considered and their contributions to stability were compared in order to reach at the most appropriate intervention scheme obeying contemporary restoration criteria. The study formed a significant sub branch work of a restoration project of which charge was undertaken by SAYKA Restoration, Architecture Ltd. Co. Being a part of multi-disciplinary teamwork, structural investigation research was concluded to an optimum solution, which foreseen &ldquo / minimum intervention to the building&rdquo / assuring performance under seismic loading of large earthquakes.