Diss. (sammanfattning) Uppsala : Sveriges lantbruksuniv., 2007. / Härtill 4 uppsatser.

In South Africa, nearly 80 % of electricity is generated from coal fired power plants. Due to the complexity of the interconnected systems that make up a typical power plant, analysis of the root causes of load losses is not a straightforward process. This often leads to losses incorrectly being ascribed to the Induced Draught (ID) fan, where detection occurs, while the problem actually originates elsewhere in the plant. The focus of this study was to develop and demonstrate a modelling methodology to quantify the effects of major plant anomalies on the capacity of ID fans in coal fired power plants. The ensuing model calculates the operating point of the ID fan that is a result of anomalies experienced elsewhere in the plant. This model can be applied in conjunction with performance test data as part of a root cause analysis procedure. The model has three main sections that are integrated to determine the ID fan operating point. The first section is a water/steam cycle model that was pre-configured in VirtualPlantTM. The steam plant model was verified via energy balance calculations and validated against original heat balance diagrams. The second is a draught group model developed using FlownexSETM. This onedimensional network is a simplification of the flue gas side of the five main draught group components, from the furnace inlet to the chimney exit, characterising only the aggregate heat transfer and pressure loss in the system. The designated ID fan model is based on the original fan performance curves. The third section is a Boiler Mass and Energy Balance (BMEB) specifically created for this purpose to: (1) translate the VirtualPlant results for the steam cycle into applicable boundary conditions for the Flownex draught group model; and (2) to calculate the fluid properties applicable to the draught group based on the coal characteristics and combustion process. The integrated modelling methodology was applied to a 600 MW class coal fired power plant to investigate the impact of six major anomalies that are typically encountered. These are: changes in coal quality; increased boiler flue gas exit temperatures; air ingress into the boiler; air heater inleakage to the flue gas stream; feed water heaters out-of-service; and condenser backpressure degradation. It was inter alia found that a low calorific value (CV) coal of 14 MJ/kg compared to a typical 17 MJ/kg reduced the fan's capacity by 2.1 %. Also, having both HP FWH out of service decreased the fan's capacity by 16.2 %.

Thesis (MScEng)--Stellenbosch University, 2011. / ENGLISH ABSTRACT: The meteorological conditions at Eskom’s Majuba Power Station are measured, evaluated and trended in this dissertation. The results are used to evaluate the current natural draught wet-cooling tower (NDWCT) design- and performance test specifications and to compare these to the original design- and performance test specifications. The evaluation reveals that the design parameters for the NDWCTs at Majuba Power Station, a cooling system that was originally designed optimally, could have been determined differently and arguably more accurately by using the wet-bulb temperature (Tawb) as the main design variable instead of the dry-bulb temperature (Ta). A new technique to determine optimal NDWCT design and performance test conditions is consequently proposed. In order to satisfy the atmospheric conditions required for a successful NDWCT performance test, it is also proposed that the tests be undertaken between 12:00 and 14:00 during Summer. It is found that the NDWCT inlet Tawb, measured at specific heights, does not compare well to the far-field Tawb measured at the same heights when a Tawb accuracy of 0.1 K is required. It is proposed that a more representative far-field Tawb measuring height of 10 m should be used in future NDWCT designs as the NDWCT design temperature reference height. The industry-standard reference height should, however, still be used during temperature profile calculations. A parametric study of the water-steam cycle and wet-cooling system at Majuba indicates that during full load conditions, the generated output (Pst) is primarily dependent on the condenser saturation pressure (pc). The latter is reliant on Tawb, the temperature lapse rate (LRT) that is represented by the temperature profile exponent (bT), the main cooling water flow rate (mcw), atmospheric pressure (pa), and wind speed (VW). Using historical plant data relatively simple methods, enabling the quick and effective determination of these relationships, are proposed. The plant-specific and atmospheric parameters required for these analyses are also tabulated. Two NDWCT effectiveness models, one mathematical (Kröger, 1998) and one statistical artificial neural network (ANN) model are presented and evaluated. ANNs, which are not often used to evaluate NDWCT effectiveness, provide accurate NDWCT temperature approach results within 0.5 K of measured values for varying dependent variables. This motivates that an ANN, if set up and used correctly, can be an effective condition-monitoring tool and can be used to improve the accuracy of more empirical NDWCT performance models. The one-dimensional mathematical effectiveness model provides accurate results under NDWCT design conditions. The dependency of Majuba’s NDWCT to the rain zone mean drop diameter (dd) is evaluated by means of the one-dimensional mathematical model. A reduction in dd from 0.0052 m to 0.0029 m can reduce the NDWCT re-cooled water temperature (Tcwo) so that the rated pc is reduced by 0.15 kPa, which relates to a combined financial saving during peak and off-peak periods of R1.576M in 2013 and R1.851M in 2016. Similar improvements can result in higher savings at other wet-cooled stations in the Eskom fleet due to less optimally-designed wet-cooling systems. The proposed techniques should be considered in future economic evaluations of wet-cooling system improvements at different power stations. / AFRIKAANSE OPSOMMING: Die meteorologiese toestande by Eskom se Majuba-kragstasie is deur die navorser gemeet en -evalueer. Die resultate word gebruik om die Natuurlike-trek, Nat koeltoring (NTNKT) se ontwerp- en werkverrigting toetsspesifikasies te evalueer en vergelyk met die oorspronklike toetsspesifikasies. Die resultate dui daarop dat die ontwerpsparameters vir die NTNKTs by Majuba-kragstasie, ‘n verkoelings-sisteem wat aanvanklik optimaal ontwerp is, op ‘n ander, selfs meer akkurate manier bepaal kon word deur die natbol-temperatuur (Tawb) te gebruik as die hoof-ontwerpsparameter inplaas van die droëbol temperatuur (Ta).’n Nuwe tegniek wat gebruik kan word om akkurate NTNKT ontwerp- en werkverrigting toetsspesifikasies te bepaal word voorgestel. Die tydperk vir die mees optimale atmosferiese toestande, wanneer NTNKT-toetse uitgevoer moet word, word vasgestel as tussen 12:00 en 14:00 tydens Somermaande. Dit word bewys, vir ’n Tawb akkuraatheid van 0.1 K, dat die NTNKT inlaat-Tawb, gemeet by verskillende hoogtes, nie vergelykbaar is met Tawb wat ver van die NTNKT af op dieselfde hoogtes gemeet word nie. ’n Meer aanvaarbare hoogte van 10 m word voorgestel as die NTNKT ontwerpstemperatuur verwysingshoogte vir toekomstige NTNKT ontwerpe wanneer die Tawb ver van die NTNKT af meet word. Die industrie-standaard temperatuur verwysingshoogte moet wel steeds gebruik word tydens temperatuur-profielberekeninge. ’n Parametriese studie van die turbine se water-stoom siklus en die nat-verkoelingstelsel by Majuba dui daarop dat die generator se uitset (Pst) hoofsaaklik afhanklik is van die kondensator se druk (pc) gedurende vol-vrag toestande. Druk (pc) is weer afhanklik van Tawb, die temperatuur vervaltempo (LRT) wat voorgestel word deur die temperatuur profiel eksponent (bT), die verkoelingswater-vloeitempo (mcw), atmosferiese druk (pa) en windspoed (VW). Deur die gebruik van historiese data word redelike eenvoudige metodes voorgestel om dié verhoudings doeltreffend te bepaal. Die atmosferiese- en stasie-spesifieke parameters wat benodig word vir dié ontleding is ook getabuleer. Twee modelle vir NTNKT-effektiweit, ’n wiskundige (gebaseer op Kröger, 1998) en statistiese kunsmatige neurale-netwerk (KNN) model, word aangebied en geëvalueer. KNNe, wat nie gereeld gebruik word om NTNKTe se effektiwiteit te evalueer nie, lewer akkurate NTNKT temperatuur-benadering resultate binne 0.5 K van die gemete resultate vir wisselende afhanklike parameters. Dié resultate motiveer dat ’n KNN wat korrek opgestel is doeltreffend gebruik kan word om die toestand van NTNKTs te bepaal en om die akkuraatheid van ander NTNKT-modelle te verbeter. Die eendimensionele, wiskundige model lewer akkurate resultate onder NTNKT ontwerpspesifikasies. ’n Wiskundige NTNKT-model word gebruik om die afhanklikheid van Majubakragstasie se NTNKTe tot die reënsone druppelgrootte (dd) te bereken. 'n Vermindering in dd van 0,0052 tot 0,0029 m kan die NTNKT se afgekoelde watertemperatuur (Tcwo), van só 'n aard verlaag dat pc verminder met 0,15 kPa. Só kan ’n gesamentlike vol- en gedeeltelike vrag finansiële besparing van R1.576M in 2013 en R1.851M in 2016 behaal word. Soortgelyke verbeterings aan verkoelingstelsels sal lei tot meer en hoër besparings by ander Eskom nat-verkoelde stasies. Dié tegnieke moet in ag geneem word tydens toekomstige ekonomiese evaluasies van verbeterings tot nat-verkoelingstelsels by ander kragstasies.

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.

This master thesis addresses issues reflecting the socio-natural aspects of draught, one of the devastating consequences of climate change which increasingly affects the Czech Republic. This work uses a field research facility located around reservoirs Nové Mlýny and views it within the waterworlds concept, a term established by authors Kristen Hastrup and Fridy Hastrup. Ethnographic research shows the impact of water and its scarcity on the landscape, local inhabitants and their relationships and practices. A particular focus is given to wine growers and their understanding of draught, climate change and ways for adopting good practices in an area which is gradually drying out. Furthermore, it captures the transformation of practices related to the maintenance of a vineyard and maps individuals affected by the problems of draught in that area. Key words: Ethnography, draught, climate change, waterworlds, water, reservoirs Nové Mlýny, viniculture

Energy use in buildings account for about one third of the total global energy supply and contributes as much as 30% of the anthropogenic greenhouse gas emissions. It is estimated that energy use in buildings will increase to 67% by 2030. The need for better thermal comfort and air quality in indoor environments is the leading cause for high energy use in buildings.  Heating, ventilation and air conditioning systems take up about 50% of the total energy use in buildings which is about 10-20% of the national energy use in most developed countries. The development and adoption of sustainable ventilation systems is a viable solution to mitigate climate change and curtail carbon emissions. The experimental study was conducted in a room resembling a modern office in a laboratory environment. The study involved investigating the ability of the system to provide cooling and heating. Concentration decay tracer gas technique using Sulphur hexafluoride (SF6) gas was used to determine the local air change index and air change efficiency in the room. Low-velocity omni-directional thermistor anemometer type CTA88 were used to measure the air velocity and temperature in the room. Smoke was used to visualise the flow patterns created in the room.  The climate chamber was used to mimic climatic conditions in winter. Fifteen cases were investigated with five air flow rates set points (30, 40, 50, 60 and 70 l/s) at three supply air temperatures, i.e., 17.6 °C, 21.0 °C and 25.3 °C. The results of the local air change index and air change efficiency for the nominal supply temperature of 17.6 °C showed that the system had strong characteristics of a mixing ventilation system. At the supply air temperature of 21.0 °C, the performance of the system deteriorated slightly to below that of a mixing ventilation system and could not satisfactorily provide heating at supply temperature of 25.3 °C. Better performance of the system at all supply air temperature setpoints was observed at lower airflow rates. At all supply air temperature setpoints, relatively higher degree of temperature stratification was observed at lower supply. The draught rate levels decreased with increase in supply air temperature and height. The location of the air inlet terminals in relation to the workstations had significant effect on the performance of the system. The stratum ventilation system did not work efficiently because the air streams were heavily mixed before reaching the occupants.

O Rio Grande do Sul possui um grande potencial para a navegação interior devido à extensão de sua rede hidrográfica de quase 2200 km, sendo 930 km navegáveis. Aliado a isto, na última década o estado apresentou um crescimento econômico em relação ao Produto Interno Bruto (PIB) de 167,2 %, segundo a Fundação de Economia e Estatística/RS. Mesmo com estas condicionantes favoráveis constata-se que o modelo atual da estrutura logística da movimentação de cargas continua a não privilegiar o setor hidroviário interior. Tendo em vista estes aspectos, esta dissertação apresenta um estudo cujos objetivos são: (i) identificar a representatividade do modal hidroviário interior em relação à movimentação de cargas, destinadas à exportação e importação, da metade norte do Rio Grande do Sul aos principais terminais privados hidroviários e ao porto público, localizados na cidade de Rio Grande; (ii) comparar o modal hidroviário com seus principais concorrentes, os modais rodoviário e ferroviário e (iii) avaliar o impacto econômico da adoção do calado sazonal. Para a comparação dos modais foram escolhidos três parâmetros que estabelecem custos em relação à tonelada quilometro transportada, são eles: custo médio de operação; custo despendido com combustíveis; e custos sociais. Após as informações coletadas foram processadas e analisadas, possibilitando identificar os custos gerados por cada modal. Na comparação destaca-se que o custo dos modais rodoviário e ferroviário são respectivamente 1541% e 405% maior do que o hidroviário interior e que a carga movimentada pelos três modais, em 2011, representou um custo total de R$ 1,79 bilhões, ou seja, 0,65% do PIB estadual. Na avaliação da adoção do calado sazonal foi estudado o possível ganho em termos de capacidade de transporte de cargas e a redução de custos gerada pela utilização do transporte hidroviário interior, no Rio Grande do Sul, decorrentes da possível implantação da permissividade de um calado sazonal, em função da variação histórica dos níveis de água, verificados através das curvas de permanências em nove estações pluviométricas localizadas na Laguna dos Patos e no Lago Guaíba. Constatou-se que a adoção do calado sazonal, no ano de 2011, teria um impacto de redução de custos de transporte na ordem de R$ 40,7 milhões, considerando a migração do modal rodoviário para o hidroviário e de R$ 10,1 milhões se fosse considerado a migração do modal ferroviário para o hidroviário. / The state of Rio Grande do Sul (RS), in Brazil, has a significant potential for internal navigation due to the extent of its drainage network of almost 2,200 km, of which 930 km are navigable. Allied to this, in the last decade the state had an economic growth in relation to Gross Domestic Product (GDP) of 167.2%, according to the Foundation of Economics and Statistics/RS. Even with these favorable conditions it appears that the current model of logistic structure of shipment continues to not emphasis on the internal waterway sector. Considering these aspects, this dissertation presents a study whose objectives are: (i) identify the representativeness of the interior waterways in relation to handling, for export and import, the northern half of Rio Grande do Sul to the main private terminals waterway and the public port, located in the city of Rio Grande , (ii) compare the waterways with its main competitors, the road and rail modes, and (iii) evaluate the economic impact of the adoption of the draft season. To compare the modals, three parameters that establish costs in relation to the tone kilometers transported were chosen, they are: average cost of operation, cost spent on fuel, and social costs. After the data were processed and analyzed, it was possible to identify the costs generated by each mode. In comparison it is emphasized that the cost of road and rail modes are respectively 405% and 1541% higher than the inland waterway and the shipment handled by the three modes, in 2011, represented a total cost of R$1.79 billion, i.e. 0.65% of the state GDP. In assessing the adoption of the draft seasonal possible gain was studied in terms of load carrying capacity and reducing costs generated by the use of inland waterway transport, in Rio Grande do Sul, from the possible deployment of the permittivity of a quiet season in function of the historical variation in water levels, checked through the curves stays in nine rainfall stations located in the Patos Lagoon and Lake Guaiba. It was found that the adoption of the draft season , in 2011, would have an impact of reducing transport costs in the order of R$40.7 million, considering the migration from road transport to waterways and R$10.1 million if found migrating the railroad to the waterway.

O Rio Grande do Sul possui um grande potencial para a navegação interior devido à extensão de sua rede hidrográfica de quase 2200 km, sendo 930 km navegáveis. Aliado a isto, na última década o estado apresentou um crescimento econômico em relação ao Produto Interno Bruto (PIB) de 167,2 %, segundo a Fundação de Economia e Estatística/RS. Mesmo com estas condicionantes favoráveis constata-se que o modelo atual da estrutura logística da movimentação de cargas continua a não privilegiar o setor hidroviário interior. Tendo em vista estes aspectos, esta dissertação apresenta um estudo cujos objetivos são: (i) identificar a representatividade do modal hidroviário interior em relação à movimentação de cargas, destinadas à exportação e importação, da metade norte do Rio Grande do Sul aos principais terminais privados hidroviários e ao porto público, localizados na cidade de Rio Grande; (ii) comparar o modal hidroviário com seus principais concorrentes, os modais rodoviário e ferroviário e (iii) avaliar o impacto econômico da adoção do calado sazonal. Para a comparação dos modais foram escolhidos três parâmetros que estabelecem custos em relação à tonelada quilometro transportada, são eles: custo médio de operação; custo despendido com combustíveis; e custos sociais. Após as informações coletadas foram processadas e analisadas, possibilitando identificar os custos gerados por cada modal. Na comparação destaca-se que o custo dos modais rodoviário e ferroviário são respectivamente 1541% e 405% maior do que o hidroviário interior e que a carga movimentada pelos três modais, em 2011, representou um custo total de R$ 1,79 bilhões, ou seja, 0,65% do PIB estadual. Na avaliação da adoção do calado sazonal foi estudado o possível ganho em termos de capacidade de transporte de cargas e a redução de custos gerada pela utilização do transporte hidroviário interior, no Rio Grande do Sul, decorrentes da possível implantação da permissividade de um calado sazonal, em função da variação histórica dos níveis de água, verificados através das curvas de permanências em nove estações pluviométricas localizadas na Laguna dos Patos e no Lago Guaíba. Constatou-se que a adoção do calado sazonal, no ano de 2011, teria um impacto de redução de custos de transporte na ordem de R$ 40,7 milhões, considerando a migração do modal rodoviário para o hidroviário e de R$ 10,1 milhões se fosse considerado a migração do modal ferroviário para o hidroviário. / The state of Rio Grande do Sul (RS), in Brazil, has a significant potential for internal navigation due to the extent of its drainage network of almost 2,200 km, of which 930 km are navigable. Allied to this, in the last decade the state had an economic growth in relation to Gross Domestic Product (GDP) of 167.2%, according to the Foundation of Economics and Statistics/RS. Even with these favorable conditions it appears that the current model of logistic structure of shipment continues to not emphasis on the internal waterway sector. Considering these aspects, this dissertation presents a study whose objectives are: (i) identify the representativeness of the interior waterways in relation to handling, for export and import, the northern half of Rio Grande do Sul to the main private terminals waterway and the public port, located in the city of Rio Grande , (ii) compare the waterways with its main competitors, the road and rail modes, and (iii) evaluate the economic impact of the adoption of the draft season. To compare the modals, three parameters that establish costs in relation to the tone kilometers transported were chosen, they are: average cost of operation, cost spent on fuel, and social costs. After the data were processed and analyzed, it was possible to identify the costs generated by each mode. In comparison it is emphasized that the cost of road and rail modes are respectively 405% and 1541% higher than the inland waterway and the shipment handled by the three modes, in 2011, represented a total cost of R$1.79 billion, i.e. 0.65% of the state GDP. In assessing the adoption of the draft seasonal possible gain was studied in terms of load carrying capacity and reducing costs generated by the use of inland waterway transport, in Rio Grande do Sul, from the possible deployment of the permittivity of a quiet season in function of the historical variation in water levels, checked through the curves stays in nine rainfall stations located in the Patos Lagoon and Lake Guaiba. It was found that the adoption of the draft season , in 2011, would have an impact of reducing transport costs in the order of R$40.7 million, considering the migration from road transport to waterways and R$10.1 million if found migrating the railroad to the waterway.

O Rio Grande do Sul possui um grande potencial para a navegação interior devido à extensão de sua rede hidrográfica de quase 2200 km, sendo 930 km navegáveis. Aliado a isto, na última década o estado apresentou um crescimento econômico em relação ao Produto Interno Bruto (PIB) de 167,2 %, segundo a Fundação de Economia e Estatística/RS. Mesmo com estas condicionantes favoráveis constata-se que o modelo atual da estrutura logística da movimentação de cargas continua a não privilegiar o setor hidroviário interior. Tendo em vista estes aspectos, esta dissertação apresenta um estudo cujos objetivos são: (i) identificar a representatividade do modal hidroviário interior em relação à movimentação de cargas, destinadas à exportação e importação, da metade norte do Rio Grande do Sul aos principais terminais privados hidroviários e ao porto público, localizados na cidade de Rio Grande; (ii) comparar o modal hidroviário com seus principais concorrentes, os modais rodoviário e ferroviário e (iii) avaliar o impacto econômico da adoção do calado sazonal. Para a comparação dos modais foram escolhidos três parâmetros que estabelecem custos em relação à tonelada quilometro transportada, são eles: custo médio de operação; custo despendido com combustíveis; e custos sociais. Após as informações coletadas foram processadas e analisadas, possibilitando identificar os custos gerados por cada modal. Na comparação destaca-se que o custo dos modais rodoviário e ferroviário são respectivamente 1541% e 405% maior do que o hidroviário interior e que a carga movimentada pelos três modais, em 2011, representou um custo total de R$ 1,79 bilhões, ou seja, 0,65% do PIB estadual. Na avaliação da adoção do calado sazonal foi estudado o possível ganho em termos de capacidade de transporte de cargas e a redução de custos gerada pela utilização do transporte hidroviário interior, no Rio Grande do Sul, decorrentes da possível implantação da permissividade de um calado sazonal, em função da variação histórica dos níveis de água, verificados através das curvas de permanências em nove estações pluviométricas localizadas na Laguna dos Patos e no Lago Guaíba. Constatou-se que a adoção do calado sazonal, no ano de 2011, teria um impacto de redução de custos de transporte na ordem de R$ 40,7 milhões, considerando a migração do modal rodoviário para o hidroviário e de R$ 10,1 milhões se fosse considerado a migração do modal ferroviário para o hidroviário. / The state of Rio Grande do Sul (RS), in Brazil, has a significant potential for internal navigation due to the extent of its drainage network of almost 2,200 km, of which 930 km are navigable. Allied to this, in the last decade the state had an economic growth in relation to Gross Domestic Product (GDP) of 167.2%, according to the Foundation of Economics and Statistics/RS. Even with these favorable conditions it appears that the current model of logistic structure of shipment continues to not emphasis on the internal waterway sector. Considering these aspects, this dissertation presents a study whose objectives are: (i) identify the representativeness of the interior waterways in relation to handling, for export and import, the northern half of Rio Grande do Sul to the main private terminals waterway and the public port, located in the city of Rio Grande , (ii) compare the waterways with its main competitors, the road and rail modes, and (iii) evaluate the economic impact of the adoption of the draft season. To compare the modals, three parameters that establish costs in relation to the tone kilometers transported were chosen, they are: average cost of operation, cost spent on fuel, and social costs. After the data were processed and analyzed, it was possible to identify the costs generated by each mode. In comparison it is emphasized that the cost of road and rail modes are respectively 405% and 1541% higher than the inland waterway and the shipment handled by the three modes, in 2011, represented a total cost of R$1.79 billion, i.e. 0.65% of the state GDP. In assessing the adoption of the draft seasonal possible gain was studied in terms of load carrying capacity and reducing costs generated by the use of inland waterway transport, in Rio Grande do Sul, from the possible deployment of the permittivity of a quiet season in function of the historical variation in water levels, checked through the curves stays in nine rainfall stations located in the Patos Lagoon and Lake Guaiba. It was found that the adoption of the draft season , in 2011, would have an impact of reducing transport costs in the order of R$40.7 million, considering the migration from road transport to waterways and R$10.1 million if found migrating the railroad to the waterway.

Falu Gruvas hästar har historiskt sett varit av stor betydelse för det dagliga arbetet vid gruvan. De användes ovan jord för transport av bland annat ved och malm, men även för att driva de många hästvindar som från och med 1540-talet användes för uppfordring samt för att pumpa upp grundvatten ur gruvan. Mellan 1697 och 1815 arbetade även hästar under jord med att driva hästvindar samt frakta malm. Dessa hästar hissades till en början ned i gruvan genom schakten dagligen, men fick sedan bo nere i gruvan där de kom att tillbringa merparten av sina liv. Uppsatsen ger en bred bild av flertalet aspekter av hästarnas liv, med fokus på tiden 1540 till 1815 då hästarna var som viktigast för att hålla igång gruvdriften. Trots hästarnas framstående roll i gruvans historia har de aldrig haft någon framträdande roll i historieskrivningen. Denna uppsats syftar till att skildra Falu Gruvas historia med hästen i fokus. / Falu mine horses have historically been of great importance for the daily work at the mine. They were used above ground for the transportation of for example wood and ore, but also to power the many horse capstans that were used for hoisting and for pumping groundwater out of the mine. Between 1697 and 1815 horses began to work underground as well, with running horse capstans and with transportation. At first, these horses were lowered to the bottom of the mine every day, but later they came to live below ground. This study gives a broad picture of several aspects of the horse's life, focusing on the period from 1540 to 1815, when the horses were very important to the mine. Despite the horses' prominent role in the mine's history, they have never fully been portrayed in historiography. This study aims to do that.