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Miljögeoteknisk 3D-modell för markexploatering / Environmental 3D Model for Land DevelopmentKalin, Cecilia January 2010 (has links)
<p>Vid exploatering av mark måste ofta stora volymer jordmassor schaktas bort för grundläggning av hus och anläggning av ledningar och vägar. Dessa jordmassor skickas många gånger till en deponi, vilket orsakar emissioner av miljö- och hälsofarliga gaser från transporter, förbrukning av naturmaterial och innebär även en ekonomisk kostnad.</p><p>I Johannelund i västra Stockholm har Stockholms stad planerat ett nytt bostadsområde, och stora mängder jordmassor kommer att behöva schaktas bort under exploateringen. Stockholms stad lät skapa en miljögeoteknisk 3D-modell för att få en översikt över markkvaliteten och bestämma vilka massor som kunde återanvändas för utfyllnad inom området. Med en miljögeoteknisk 3D-modell menas här en CAD-modell i 3D baserad på provtagningar, geotekniska undersökningar och planerad bebyggelse i området. Då detta examensarbete påbörjades var planeringen av Johannelundsprojektet klar och 3D-modellen skapad, men själva bygget hade ännu inte påbörjats.</p><p>Syftet med detta examensarbete var att avgöra om miljögeotekniska 3D-modeller bör användas i <em>framtida</em> exploateringsprojekt, och målet var att utvärdera och ge råd om framtida användning av modellen samt att undersöka möjligheterna med att återanvända schaktmassor. En fallstudie gjordes av Johannelundsprojektet där de miljömässiga och ekonomiska konsekvenserna av masshanteringen utvärderades och åsikter om problematiken undersöktes genom intervjuer med myndigheter och intressenter. Vidare bestämdes det underlag som behövs till modellen och en lämplig arbetsordning togs fram. Denna information baserades på beräkningar, eget arbete i 3D-modellen samt intervjuer med involverade i Johannelundsprojektet.</p><p>Utvärderingen av Johannelundsprojektet visade att återanvändningen av schaktmassor reducerade kostnader för masshantering med 67 % och emissioner från transporter med 85 % jämfört med om den totala volymen schaktmassor skulle ha skickats på deponi. Vidare visade intervjuerna att myndigheter och intressenter har vitt skilda åsikter vad gäller riktvärden, hantering av schaktmassor och miljögeotekniska 3D-modeller. Studien visade även att om arbetet med 3D-modellen ska bli lyckat krävs bland annat ett fullgott dataunderlag och investering i viss kunskapsutveckling hos personalen.</p><p>3D-modeller används allt mer inom samhällsbyggnad, och stora ekonomiska och miljömässiga vinster kan göras genom verktygets möjlighet till effektiv planering och kommunikation. Användning av en miljögeoteknisk 3D-modell rekommenderas i framtida byggprojekt där det förekommer ställvis förhöjda halter av markföroreningar och en omfattande volym schaktmassor beräknas uppkomma.</p> / <p>Land development can cause a great deal of excessive soil masses due to shafting. The total volume of excessive soil is many times transported to a landfill, causing gas emissions, use of natural resources and a significant economical cost.</p><p>In a land development project in the area of Johannelund in Stockholm much of the soil masses were planned to be reused instead. To overview the soil quality and decide on what soil masses to reuse and where an Environmental 3D Model for Land Development was used by the City of Stockholm. This means a 3D Model based on soil samples, geotechnical investigations and planned shafting. When the work with this thesis begun the Project Johannelund was already planned and the 3D Model had been created, but the land development had yet not been started.</p><p>The aim of this thesis was to decide if Environmental 3D Models should be used in <em>future</em> land development projects, and the goals were to evaluate the model, give advice on future use and to investigate the possibilities to reuse soil masses. A case study of the environmental and economical effects of reusing soil masses in the Project Johannelund was done. Public authorities and stakeholders were interviewed and advices on how to use Environmental 3D Models were given, this includes the data needed to create a model as well as a suggested way of work. The information is based on calculations, personal experience with the 3D Model and interviews with people involved in the Project Johannelund.</p><p>The evaluation of the Project Johannelund showed that the reuse of soil masses reduced the costs of transports and land fill fees with 67 %, and the gas emissions from transports with 85 %. The opinions of public authorities and stakeholders vary greatly. Advices on how to use the Environmental 3D Model includes a thorough database and that the staff will need support in order to use the 3D Model properly.</p><p>3D Models are used to a larger and larger extent in Urban Management. There are economical and environmental benefits with using the Environmental 3D Model for a more efficient project planning and communication. The City of Stockholm is recommended to use the 3D Model in future land development projects with heterogeneous soil contamination and a large volume of expected excessive soil masses.</p>
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Miljögeoteknisk 3D-modell för markexploatering / Environmental 3D Model for Land DevelopmentKalin, Cecilia January 2010 (has links)
Vid exploatering av mark måste ofta stora volymer jordmassor schaktas bort för grundläggning av hus och anläggning av ledningar och vägar. Dessa jordmassor skickas många gånger till en deponi, vilket orsakar emissioner av miljö- och hälsofarliga gaser från transporter, förbrukning av naturmaterial och innebär även en ekonomisk kostnad. I Johannelund i västra Stockholm har Stockholms stad planerat ett nytt bostadsområde, och stora mängder jordmassor kommer att behöva schaktas bort under exploateringen. Stockholms stad lät skapa en miljögeoteknisk 3D-modell för att få en översikt över markkvaliteten och bestämma vilka massor som kunde återanvändas för utfyllnad inom området. Med en miljögeoteknisk 3D-modell menas här en CAD-modell i 3D baserad på provtagningar, geotekniska undersökningar och planerad bebyggelse i området. Då detta examensarbete påbörjades var planeringen av Johannelundsprojektet klar och 3D-modellen skapad, men själva bygget hade ännu inte påbörjats. Syftet med detta examensarbete var att avgöra om miljögeotekniska 3D-modeller bör användas i framtida exploateringsprojekt, och målet var att utvärdera och ge råd om framtida användning av modellen samt att undersöka möjligheterna med att återanvända schaktmassor. En fallstudie gjordes av Johannelundsprojektet där de miljömässiga och ekonomiska konsekvenserna av masshanteringen utvärderades och åsikter om problematiken undersöktes genom intervjuer med myndigheter och intressenter. Vidare bestämdes det underlag som behövs till modellen och en lämplig arbetsordning togs fram. Denna information baserades på beräkningar, eget arbete i 3D-modellen samt intervjuer med involverade i Johannelundsprojektet. Utvärderingen av Johannelundsprojektet visade att återanvändningen av schaktmassor reducerade kostnader för masshantering med 67 % och emissioner från transporter med 85 % jämfört med om den totala volymen schaktmassor skulle ha skickats på deponi. Vidare visade intervjuerna att myndigheter och intressenter har vitt skilda åsikter vad gäller riktvärden, hantering av schaktmassor och miljögeotekniska 3D-modeller. Studien visade även att om arbetet med 3D-modellen ska bli lyckat krävs bland annat ett fullgott dataunderlag och investering i viss kunskapsutveckling hos personalen. 3D-modeller används allt mer inom samhällsbyggnad, och stora ekonomiska och miljömässiga vinster kan göras genom verktygets möjlighet till effektiv planering och kommunikation. Användning av en miljögeoteknisk 3D-modell rekommenderas i framtida byggprojekt där det förekommer ställvis förhöjda halter av markföroreningar och en omfattande volym schaktmassor beräknas uppkomma. / Land development can cause a great deal of excessive soil masses due to shafting. The total volume of excessive soil is many times transported to a landfill, causing gas emissions, use of natural resources and a significant economical cost. In a land development project in the area of Johannelund in Stockholm much of the soil masses were planned to be reused instead. To overview the soil quality and decide on what soil masses to reuse and where an Environmental 3D Model for Land Development was used by the City of Stockholm. This means a 3D Model based on soil samples, geotechnical investigations and planned shafting. When the work with this thesis begun the Project Johannelund was already planned and the 3D Model had been created, but the land development had yet not been started. The aim of this thesis was to decide if Environmental 3D Models should be used in future land development projects, and the goals were to evaluate the model, give advice on future use and to investigate the possibilities to reuse soil masses. A case study of the environmental and economical effects of reusing soil masses in the Project Johannelund was done. Public authorities and stakeholders were interviewed and advices on how to use Environmental 3D Models were given, this includes the data needed to create a model as well as a suggested way of work. The information is based on calculations, personal experience with the 3D Model and interviews with people involved in the Project Johannelund. The evaluation of the Project Johannelund showed that the reuse of soil masses reduced the costs of transports and land fill fees with 67 %, and the gas emissions from transports with 85 %. The opinions of public authorities and stakeholders vary greatly. Advices on how to use the Environmental 3D Model includes a thorough database and that the staff will need support in order to use the 3D Model properly. 3D Models are used to a larger and larger extent in Urban Management. There are economical and environmental benefits with using the Environmental 3D Model for a more efficient project planning and communication. The City of Stockholm is recommended to use the 3D Model in future land development projects with heterogeneous soil contamination and a large volume of expected excessive soil masses.
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A relevância das unidades de conservação na proteção de espécies arbóreas ameaçadas de extinção da Mata Atlântica do Sudeste da Bahia / The relevance of conservation units for the protection of tree species threatened by extinction from Atlantic Forest of Southeast of BahiaSantos, Renata dos 19 August 2018 (has links)
Orientadores: Carlos Roberto Espindola, Raquel Maria de Oliveira / Dissertação (mestrado) - Universidade Estadual de Campinas, Instituto de Geociências / Made available in DSpace on 2018-08-19T20:03:13Z (GMT). No. of bitstreams: 1
Santos_Renatados_M.pdf: 6198017 bytes, checksum: 5aa39ecf5f645aa9039abd03fc2501d2 (MD5)
Previous issue date: 2011 / Resumo: A Floresta Atlântica do sudeste da Bahia apresenta uma das maiores riquezas de espécies arbóreas por área do planeta, com uma significativa porcentagem endêmica. Essas espécies encontram-se altamente ameaçadas pelos elevados índices de desmatamento, fragmentação de habitat e corte seletivo decorrente na região. As Unidades de Conservação têm , dentre suas metas, proteger esses remanescentes florestais. O objetivo deste estudo foi avaliar a relevância da rede de Unidades de Conservação (UCs) no sudeste da Bahia na proteção das espécies dos remanescentes da Mata Atlântica desta região a partir da análise de ocorrência de 10 (dez) espécies arbóreas ameaçadas de extinção. Fez-se o uso de geotecnologias como os programas Arc Gis 9.2 e DIVA GIS 7.2 para elaboração dos mapas de ocorrências das espécies arbóreas e das Unidades de Conservação e da distribuição potencial das espécies arbóreas. As 10 (dez) espécies selecionadas são endêmicas da Mata Atlântica do sudeste da Bahia e com alto grau de ameaça, integrando a Lista Vermelha da IUCN e do Ministério do Meio Ambiente. O levantamento de dados e de registro de ocorrência das espécies contou com o banco de dados oriundo da CEPEC, compilação de listas de espécies de artigos e de plano de manejo de UCs, mais a realização de trabalhos de campo, tendo sido realizado também um levantamento de dados sobre as UCs encontradas na região. Os mapas de ocorrência das dez espécies arbóreas foram sobrepostos com os mapas das UCs, possibilitando verificar os registros de ocorrência de todas as espécies arbóreas. Para que as UCs possam cumprir todos os seus objetivos, políticas mais eficazes devem ser adotadas, bem como a participação mais direta de órgãos fiscalizadores na elaboração e aplicação dos seus Planos de Manejo, os quais devem ser mais efetivos, garantindo a conservação das espécies arbóreas, bem como de todo a gama de recursos naturais encontrados dentro dos limites das UCs. A distribuição potencial demonstrou áreas com maior probabilidade de ocorrência das espécies, onde deverão ser realizados outros estudos que possam fortalecer a indicação destas áreas para o estabelecimento e/ou ampliação ou de novas UCs / Abstract; The Atlantic Forest of Southeast of Bahia presents one of the greatest resources of tree species per area of the planet, with a significant endemic percentage. Those species are very threatened by the high rates of deforestation, habitat fragmentation, and selective logging in the region. The Conservation Units among other aims protect those forest remnants. The objective of this study was to evaluate the network relevance of Conservation Units (CUs) present in the southeast of Bahia for the species protection of Atlantic Forest remnants of this region from the analysis of occurrence of 10 species threatened by extinction. The use of geotechnologies was made as the programs Arc Gis 9.2 and DIVA GIS 7.2 to elaborate occurrence maps of tree species, the Conservation Units, and the potential distribution of tree species. About the selected species, 10 (ten) are endemics of Atlantic Forest from southeast of Bahia and with a high level of threats integrating the IUCN Red List and the Ministry of Environment. The data collection and record of the occurrence of the species counted with database of CEPEC, compilation of species lists of paper and management plan of CUs but studies in field. A collection data was also accomplished about CUs that were found in the region. The occurrence maps of the ten tree species were superimposed with maps of CUs, making possible to check the records of the occurrence of tree species. For CUs can meet all goals, more efficient policies must be adopted as the more direct participation of enforcement organs in the preparation and application of Management Plan, which must be effective ensuring the conservation of the tree species as well as all the range of natural resources found within the limits of CUs. The potential distribution has shown areas with more probability of species occurrence, where it must be accomplished other studies that can reinforce the indication of these areas to establish an expansion, and/or new Cus / Mestrado / Análise Ambiental e Dinâmica Territorial / Mestre em Geografia
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Investigação geoambiental em áreas de disposição de resíduos sólidos urbanos utilizando a tecnologia do piezocone. / Geoenvironmental site investigation in waste disposal sites using the piezocone technology.Mondelli, Giulliana 14 April 2004 (has links)
O principal objetivo deste trabalho foi estudar a aplicabilidade da tecnologia do piezocone na investigação geoambiental de solos tropicais a partir da realização de ensaios nas áreas onde se encontram o aterro de resíduos sólidos urbanos de Bauru e o antigo lixão de Ribeirão Preto, ambos no Estado de São Paulo. Dentro deste contexto, outros ensaios de campo e de laboratório foram analisados para um melhor entendimento do caminhamento da pluma de contaminação e dos próprios resultados dos ensaios com piezocone realizados nestas áreas de disposição de resíduos. A tecnologia do piezocone apresentou limitações quando empregada na área do antigo lixão de Ribeirão Preto, uma vez que o impenetrável do cone foi atingido antes do nível dágua, impossibilitando assim a identificação da posição deste, a estimativa da permeabilidade do solo e a coleta de amostras de água. Os ensaios de eletrorresistividade de superfície permitiram a detecção do formato e do sentido do caminhamento da pluma de contaminação e foram fundamentais para a orientação dos locais onde foram realizados os ensaios de piezocone e amostragem de solo e água nas duas áreas estudadas. Os resultados dos ensaios com o piezocone de resistividade (RCPTU) realizados no aterro de resíduos sólidos urbanos de Bauru mostraram que os valores de resistividade são fortemente afetados pelo grau de saturação, gênese, textura e tipo de argilo-mineral presente na fração fina do solo. Constatou-se que o ensaio RCPTU possibilitou identificar zonas com presença de poluentes, as quais foram confirmadas a partir da análise conjunta dos resultados dos ensaios de geofísica de superfície e das amostras de solo e água coletadas com os amostradores do sistema direct-push e dos poços de monitoramento. Este trabalho apresenta ainda resultados preliminares de ensaios de laboratório, que foram úteis para avaliar a capacidade de retenção do solo que ocorre no entorno do aterro de resíduos sólidos urbanos de Bauru para os metais Ni, Zn, Cd e Pb. Os resultados dos ensaios de adsorção em lote e de coluna indicam que a poluição no entorno deste aterro pode estar ocorrendo de forma lenta, destacando-se a importância da continuidade do monitoramento do aqüífero local. / The major purpose of this dissertation is to study the applicability of the piezocone technology for geoenvironmental site investigation of tropical soils. Two waste disposal sites were investigated: a deactivated dumpsite in Ribeirão Preto and a sanitary landfill in Bauru, in São Paulo State, Brazil. Other in situ and laboratory tests were carried out in these two areas for a better understanding of the leacheate plume and of the results gathered with piezocone tests. The piezocone technology presented limitations to investigate Ribeirão Preto site, since groundwater level is deeper than the impenetrable to the cone. For reason, it was impossible to estimate permeability and no water samples using the direct-push technology were obtained. Geophysical tests carried out at the two studied sites allowed to detect and delineate the shape of leachate plume. They were fundamental to guide and locate the piezocone tests, soil and water sampling and monitoring wells. The resistivity piezocone tests (RCPTU) carried out in Bauru site showed that the resistivity values are very affected by degree of saturation, genesis, fabric and clay mineral type. Geophysical tests results, soil and water samples collected by direct-push technology and by monitoring wells supported the interpretation of RCPTU tests. These tests were able to identify polluted zones. Preliminary laboratory tests were carried out to access retention of Ni, Zn, Cd and Pb by the soil from Bauru site. The results of leaching and batch equilibrium tests indicated that pollution around this site is taking place slowly, emphasizing the importance to continue monitoring groundwater.
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Investigação geoambiental em áreas de disposição de resíduos sólidos urbanos utilizando a tecnologia do piezocone. / Geoenvironmental site investigation in waste disposal sites using the piezocone technology.Giulliana Mondelli 14 April 2004 (has links)
O principal objetivo deste trabalho foi estudar a aplicabilidade da tecnologia do piezocone na investigação geoambiental de solos tropicais a partir da realização de ensaios nas áreas onde se encontram o aterro de resíduos sólidos urbanos de Bauru e o antigo lixão de Ribeirão Preto, ambos no Estado de São Paulo. Dentro deste contexto, outros ensaios de campo e de laboratório foram analisados para um melhor entendimento do caminhamento da pluma de contaminação e dos próprios resultados dos ensaios com piezocone realizados nestas áreas de disposição de resíduos. A tecnologia do piezocone apresentou limitações quando empregada na área do antigo lixão de Ribeirão Preto, uma vez que o impenetrável do cone foi atingido antes do nível dágua, impossibilitando assim a identificação da posição deste, a estimativa da permeabilidade do solo e a coleta de amostras de água. Os ensaios de eletrorresistividade de superfície permitiram a detecção do formato e do sentido do caminhamento da pluma de contaminação e foram fundamentais para a orientação dos locais onde foram realizados os ensaios de piezocone e amostragem de solo e água nas duas áreas estudadas. Os resultados dos ensaios com o piezocone de resistividade (RCPTU) realizados no aterro de resíduos sólidos urbanos de Bauru mostraram que os valores de resistividade são fortemente afetados pelo grau de saturação, gênese, textura e tipo de argilo-mineral presente na fração fina do solo. Constatou-se que o ensaio RCPTU possibilitou identificar zonas com presença de poluentes, as quais foram confirmadas a partir da análise conjunta dos resultados dos ensaios de geofísica de superfície e das amostras de solo e água coletadas com os amostradores do sistema direct-push e dos poços de monitoramento. Este trabalho apresenta ainda resultados preliminares de ensaios de laboratório, que foram úteis para avaliar a capacidade de retenção do solo que ocorre no entorno do aterro de resíduos sólidos urbanos de Bauru para os metais Ni, Zn, Cd e Pb. Os resultados dos ensaios de adsorção em lote e de coluna indicam que a poluição no entorno deste aterro pode estar ocorrendo de forma lenta, destacando-se a importância da continuidade do monitoramento do aqüífero local. / The major purpose of this dissertation is to study the applicability of the piezocone technology for geoenvironmental site investigation of tropical soils. Two waste disposal sites were investigated: a deactivated dumpsite in Ribeirão Preto and a sanitary landfill in Bauru, in São Paulo State, Brazil. Other in situ and laboratory tests were carried out in these two areas for a better understanding of the leacheate plume and of the results gathered with piezocone tests. The piezocone technology presented limitations to investigate Ribeirão Preto site, since groundwater level is deeper than the impenetrable to the cone. For reason, it was impossible to estimate permeability and no water samples using the direct-push technology were obtained. Geophysical tests carried out at the two studied sites allowed to detect and delineate the shape of leachate plume. They were fundamental to guide and locate the piezocone tests, soil and water sampling and monitoring wells. The resistivity piezocone tests (RCPTU) carried out in Bauru site showed that the resistivity values are very affected by degree of saturation, genesis, fabric and clay mineral type. Geophysical tests results, soil and water samples collected by direct-push technology and by monitoring wells supported the interpretation of RCPTU tests. These tests were able to identify polluted zones. Preliminary laboratory tests were carried out to access retention of Ni, Zn, Cd and Pb by the soil from Bauru site. The results of leaching and batch equilibrium tests indicated that pollution around this site is taking place slowly, emphasizing the importance to continue monitoring groundwater.
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