O processo de lingotamento contínuo de produtos planos de aço tem sido alvo de incessantes estudos devido a sua importância na produção de bobinas laminadas a partir de placas, para um grupo muito diversificado de clientes, dentre os quais, destacam-se as indústrias automobilística e de eletrodomésticos (\"linha branca\"), que têm se mostrado muito exigentes. No entanto, por tratar-se de aços desoxidados ao alumínio, é comum a ocorrência de formação de um depósito de óxido de alumínio (alumina), no interior do tubo submerso do processo de lingotamento contínuo, o que diminui seu diâmetro interno, levando à restrição de passagem do aço líquido pelo seu interior, provocando a perda de produtividade devido à necessidade de se reduzir a velocidade de lingotamento e até mesmo a contaminação do aço com inclusões de alumina, principalmente naqueles seqüenciais com um elevado tempo de lingotamento, próximo de dez horas. Para tanto, desenvolveu-se um tubo com um material interno anti-clogging que na literatura é chamado de C-less, para minimizar e/ou evitar a deposição de alumina e com uma linha de escória reforçada com uma camada de zircônia (ZrO2) mais espessa e mais nobre, para resistir ao ataque da escória. O objetivo desta dissertação foi comparar tubos de diferentes fornecedores, avaliando as principais variáveis que têm influência direta na sua performance: perfil de aquecimento, taxa de erosão na linha de escória, índice de obstrução e parâmetros físico-químicos através da correlação dos materiais antes e após uso (post-mortem). Os resultados encontrados mostraram uma melhor performance dos tubos do fornecedor \"M\", que apresentaram menores taxas de desgaste e, conseqüentemente, maior potencial de vida (maior tempo de lingotamento) após análise da linha de escória, que pode ser atribuída a uma melhor distribuição dos grãos de zircônia na matriz (maior homogeneidade), além de apresentarem grãos mais finos e desta forma, reduzindo os espaços \"vazios\" na matriz, propícios ao ataque da escória por meio de um desequilíbrio químico entre esta escória líquida e o refratário. Além disto, seu material anti-clogging e projeto de distribuição do mesmo na peça, propiciaram um melhor resultado em relação à obstrução pela deposição de alumina ao longo do corpo do tubo submerso. / The continuous casting process of steel plane products has been objective of incessant studies due to its importance in the production of laminated coils starting from slabs, for a very diversified group of customers, among all the automobile industries and of appliances (\"home appliances\"), that have been showing very demanding. However, for being low carbon aluminum killed steels, is common the occurrence of aluminum oxide (alumina) deposit formation, inside of submerged nozzle in continuous casting process, what decreases its internal diameter, taking to the restriction of passage of the liquid steel for its interior, provoking the productivity loss due to the need of being reduced the casting speed and even the contamination of the steel with alumina inclusions, mainly in those sequential with a high casting time, close of ten hours. For so much, a submerged nozzle was developed with a internal anti-clogging material that it is called C-less in the literature, to minimize and/or to avoid the alumina building up and with a slag reinforced line with a zirconium layer (ZrO2) thicker and more noble, slag attack resist to. The dissertation objective was compare submerged nozzles from different suppliers, evaluating the main variables that have direct influence in its performance: heating profile, slag line erosion rate, clogging index and physical-chemical parameters through the materials correlation before and after use (post-mortem). The results showed submerged nozzle\'s better performance from supplier \"M\", that presented smaller waste rates and, consequently, last longer live (larger time of casting) after analysis of the slag line, that can be attributed to a better distribution of the zirconium grains in the head office (larger homogeneity), besides they present finer grains and this way, reducing the empty \" spaces \" in the head office, favorable to slag attack by means of a chemical unbalance between this liquid slag and the refractory. Besides, its anti-clogging material and project distribution in the same piece, they propitiated a better result in relation to the clogging for the alumina building up along the body of the submerged nozzle.

O processo de lingotamento contínuo de produtos planos de aço tem sido alvo de incessantes estudos devido a sua importância na produção de bobinas laminadas a partir de placas, para um grupo muito diversificado de clientes, dentre os quais, destacam-se as indústrias automobilística e de eletrodomésticos (\"linha branca\"), que têm se mostrado muito exigentes. No entanto, por tratar-se de aços desoxidados ao alumínio, é comum a ocorrência de formação de um depósito de óxido de alumínio (alumina), no interior do tubo submerso do processo de lingotamento contínuo, o que diminui seu diâmetro interno, levando à restrição de passagem do aço líquido pelo seu interior, provocando a perda de produtividade devido à necessidade de se reduzir a velocidade de lingotamento e até mesmo a contaminação do aço com inclusões de alumina, principalmente naqueles seqüenciais com um elevado tempo de lingotamento, próximo de dez horas. Para tanto, desenvolveu-se um tubo com um material interno anti-clogging que na literatura é chamado de C-less, para minimizar e/ou evitar a deposição de alumina e com uma linha de escória reforçada com uma camada de zircônia (ZrO2) mais espessa e mais nobre, para resistir ao ataque da escória. O objetivo desta dissertação foi comparar tubos de diferentes fornecedores, avaliando as principais variáveis que têm influência direta na sua performance: perfil de aquecimento, taxa de erosão na linha de escória, índice de obstrução e parâmetros físico-químicos através da correlação dos materiais antes e após uso (post-mortem). Os resultados encontrados mostraram uma melhor performance dos tubos do fornecedor \"M\", que apresentaram menores taxas de desgaste e, conseqüentemente, maior potencial de vida (maior tempo de lingotamento) após análise da linha de escória, que pode ser atribuída a uma melhor distribuição dos grãos de zircônia na matriz (maior homogeneidade), além de apresentarem grãos mais finos e desta forma, reduzindo os espaços \"vazios\" na matriz, propícios ao ataque da escória por meio de um desequilíbrio químico entre esta escória líquida e o refratário. Além disto, seu material anti-clogging e projeto de distribuição do mesmo na peça, propiciaram um melhor resultado em relação à obstrução pela deposição de alumina ao longo do corpo do tubo submerso. / The continuous casting process of steel plane products has been objective of incessant studies due to its importance in the production of laminated coils starting from slabs, for a very diversified group of customers, among all the automobile industries and of appliances (\"home appliances\"), that have been showing very demanding. However, for being low carbon aluminum killed steels, is common the occurrence of aluminum oxide (alumina) deposit formation, inside of submerged nozzle in continuous casting process, what decreases its internal diameter, taking to the restriction of passage of the liquid steel for its interior, provoking the productivity loss due to the need of being reduced the casting speed and even the contamination of the steel with alumina inclusions, mainly in those sequential with a high casting time, close of ten hours. For so much, a submerged nozzle was developed with a internal anti-clogging material that it is called C-less in the literature, to minimize and/or to avoid the alumina building up and with a slag reinforced line with a zirconium layer (ZrO2) thicker and more noble, slag attack resist to. The dissertation objective was compare submerged nozzles from different suppliers, evaluating the main variables that have direct influence in its performance: heating profile, slag line erosion rate, clogging index and physical-chemical parameters through the materials correlation before and after use (post-mortem). The results showed submerged nozzle\'s better performance from supplier \"M\", that presented smaller waste rates and, consequently, last longer live (larger time of casting) after analysis of the slag line, that can be attributed to a better distribution of the zirconium grains in the head office (larger homogeneity), besides they present finer grains and this way, reducing the empty \" spaces \" in the head office, favorable to slag attack by means of a chemical unbalance between this liquid slag and the refractory. Besides, its anti-clogging material and project distribution in the same piece, they propitiated a better result in relation to the clogging for the alumina building up along the body of the submerged nozzle.

The present thesis focuses on the interaction between refractory and liquid steel. The aim of this work is to understand the interaction behavior between refractory and liquid steel regarding steel cleanliness. The effect of different refractories on different inclusions in Al-killed steel was studied in a furnace. The sintering mechanism of filler sand were also investigated in laboratory. In the industrial trials, the attachments of different oxides on the walls of submerged entry nozzle (SEN) were discussed in the cases of high strength low alloy steel (HSLA) and ultra-low carbon steel (ULC). It is found that the effect of alumina and spinel refractory on all the three types of inclusions is very little, while MgO refractory influences the inclusions depending on the activity of dissolved oxygen in liquid steel. At low oxygen level, alumina inclusions could transform into spinel inclusions with the help of MgO refractory, while the effect on spinel and calcium aluminate inclusions is not evident. On the other hand, when the activity of dissolved oxygen is high enough, the evolution of spinel inclusions from alumina inclusions could not be seen. The reaction between chromite and silica grains leading to liquid formation is the main mechanism for the sintering of filler sand. The factors viz. steel composition, silica size and content, operation temperature and process holding time have a strong influence on the sintering of the filler sand. Smaller size and higher content of silica in sand, steel grades containing higher Mn and Al contents, higher temperature and longer holding time would result in serious sintering. The choice of the sand needs to take those factors into account. The results show that solid alumina particles are always agglomerated on the inner wall of SEN in the case of ULC steel. The top slag with high FeO and MnO contents is considered as the main reason of this kind of attachments. The removal of slag might be a good method to avoid the attachments. In the case of HSLA steel, liquid calcium aluminate inclusions could attach on the inner wall of SEN as well. The smoothness of the inner wall of the SEN holds the key of liquid attachments. In addition, the attachment situation on the outer wall of SEN depends on the operations. The oxygen entrainment through the mold powder would result in the formation of plate-like alumina attachments. The control of reoxidation due to oxygen entrainment would help to avoid this situation. / <p>QC 20160816</p>

Geossintéticos são materiais cada vez mais aplicados em aterros sanitários, cumprindo diferentes funções como barreiras para líquidos e gases. Na função de filtração, o uso destes materiais não está consagrado, principalmente, em função da possível colmatação total ou parcial dos geotêxteis por ação de microrganismos, a chamada colmatação biológica. Neste contexto, o presente trabalho visa avaliar a colmatação de geotêxteis tecidos e não tecidos submetidos ao fluxo de lixiviado de aterro sanitário. Foram utilizados três geotêxteis não tecidos de gramatura 200 g/m², sendo um de filamento contínuo de poliéster (PET) e dois de fibra curta, porém fabricados com polímeros diferentes poliéster e polipropileno (PET e PP) e um geotêxtil tecido de polipropileno, com gramatura 400 g/m². Para avaliar a colmatação dos geotêxteis montaram-se ensaios de permeabilidade de longa duração em que se mediu a condutividade hidráulica ao longo do tempo. Após os ensaios de permeabilidade, realizou-se microscopia eletrônica de varredura para avaliar o fechamento dos poros dos geotêxteis, além de avaliar o crescimento bacteriano ocorrido no interior do geotêxtil. Os resultados obtidos permitem constatar significativa redução da condutividade hidráulica dos materiais após o período de 30 dias de ensaios, onde notou-se a predominância do processo de cegamento. / Geosynthetics materials have been intensively used in landfills in different functions as liquid and gas barriers. As filters, geosynthetics are not completely accepted in designs, since total or partial geotextile clogging can occur for biotic deposition (or impregnation), usually named biological clogging. This work evaluates the clogging on nonwoven and woven geotextiles under leachate flow for landfill application. For this purpose, nonwoven geotextiles with short and long polyester filaments and mass per unit area of 200 g/m² were used, as well as polypropylene and polyester nonwoven geotextiles with mass per unit area of 400 g/m². Cross-plane permeability tests were periodically conducted in geotextiles samples which were under long term leachate flow. After each permeability test, scanning electron microscopy (SEM) was conducted to evaluate the source of pore geotextile clogging, as well as the bacteria growing into the geotextile matrix. Results have shown a significantly reduction on hydraulic conductivity of geotextile filters after 30 days of leachate flow, which was motivated by blinding process.

Neste trabalho buscou-se avaliar a suscetibilidade dos diferentes modelos de tubos gotejadores ao processo de entupimento quando expostos ao uso de cloreto de potássio (branco e vermelho), aplicados via diferentes qualidades de água. O experimento foi realizado em três fases, por um período de doze meses, analisando o desempenho de 22 modelos de gotejadores (autocompensante e convencionais), com quatro tratamentos e dez repetições, sendo cada repetição representada por um gotejador. Na primeira fase, foram aplicados os seguintes tratamentos: (T1) água com fitoplâncton (lago) e cloreto de potássio branco; (T2) água com fitoplâncton (lago) e cloreto de potássio vermelho; (T3) água potável (laboratório) e cloreto de potássio branco; (T4) água potável (laboratório) e cloreto de potássio vermelho. Na segunda fase foram adicionadas partículas sólidas (solo) às soluções dos tratamentos 1 (T1-Lg/B) e 2 (T2-Lg/V), mantendo a mesma solução do tratamento 3 (T3-Lb/B) e adicionado sulfato de ferro à solução do tratamento 4 (T4-Lb/V). Na terceira fase acrescentou-se hidróxido de ferro às soluções referentes a T1 (T1+So) e T2 (T2+So), mais uma aplicação de uma solução concentrada diretamente nas linhas (tubos gotejadores) sem passar pelo sistema de filtragem, sendo os tratamentos: (T1) Água do lago, cloreto de potássio branco, partículas sólidas e hidróxido de ferro, com o orifício do gotejador posicionado para baixo. (T2) água do lago, cloreto de potássio vermelho, partículas sólidas e hidróxido de ferro, com o orifício do gotejador posicionado para cima. (T3) água do lago , cloreto de potássio branco, partículas sólidas e hidróxido de ferro, com o orifício do gotejador posicionado para cima. (T4) água do lago, cloreto de potássio vermelho, partículas sólidas e hidróxido de ferro, com o orifício do gotejador posicionado para baixo. Os modelos de tubos gotejadores analisados apresentaram desempenhos variáveis, tanto na suscetibilidade ao entupimento quanto no coeficiente de variação de vazão, sugerindo que a arquitetura interna dos gotejadores, foi o fator determinante na caracterização do processo de entupimento. Não foi observada diferença significativa da dinâmica de entupimento com relação à aplicação dos cloretos de potássio branco e vermelho na ausência ou presença de fitoplâncton, mostrando que é possível fazer uso do cloreto de potássio vermelho em fertirrigação, tomando o cuidado de verificar a ausência do elemento ferro no adubo (análise de laboratório). A adição de partículas sólidas e do sulfato de ferro aos tratamentos da primeira fase, passando pelo sistema de filtragem, não potencializou mudanças significativas do cenário de suscetibilidade ao entupimento, nas condições de irrigação da segunda fase. A entrada de partículas sólidas e hidróxido de ferro no sistema sem passar pelo sistema de filtragem (fase 3) e o posicionamento do orifício dos gotejadores para baixo intensificaram o processo de entupimento, onde os modelos convencionais foram os mais sensíveis e alguns modelos autocompensantes foram mais tolerantes a presença destes elementos na água de irrigação. O modelo C3 foi o que apresentou melhor desempenho entre os modelos convencionais nas três fases estudadas, sendo que os modelos A2 e A3 destacaram-se entre os modelos autocompensantes, com uma boa recuperação da vazão ao final dos ensaios. / This work aims to evaluate the susceptibility of several dripline models against clogging process when exposed to potassium chloride (white and red), applied through different water qualities (fertirrigation). The experiment was accomplished in three phases, during a period of twelve months, analyzing the performance of 22 drip models (compensating and conventional), with four treatments and ten repetitions, being each repetition a dripper. In the first phase, it was applied the following treatments: (T1) water with fitoplancton (lake) and white potassium chloride; (T2) water with fitoplancton (lake) and red potassium chloride; (T3) potable water (laboratory) and white potassium chloride; (T4) potable water (laboratory) and red potassium chloride. In the second phase, solid particles were added to the solutions of previous treatments 1 (T1-Lg/B) and 2 (T2-Lg/V), maintaining the same solution for treatment 3 (T3-Lb/B) and added iron sulfate to the solution of treatment 4 (T4-Lb/V). In the third phase iron hydroxide was added to the solutions of T1 (T1+So) and T2 (T2+So) treatments, one more application of a concentrated solution directly in drip lines without passing through the filtration system, resulting the following treatments: (T1) water with fitoplancton, white potassium chloride, solid particles and iron hydroxide, with dripper facing down. (T2) water with fitoplancton, red potassium chloride, solid particles and iron hydroxide, with drippers facing up, (T3) water with fitoplancton , white potassium chloride, solid particles and iron hydroxide, with drippers facing up, (T4) water with fitoplancton, red potassium chloride, solid particles and hydroxide of iron, with drippers facing down. Driplines presented a variable performance, regarding the original flow rate levels and variation coefficient, suggesting that internal architecture of emitters, it is a major factor related to clogging resistance to treatments imposed. Statistical differences were not observed for clogging dynamics under the application of white or red potassium chloride, under different water quality conditions, showing that it is possible to use the red potassium chloride for fertirrigation without problems. It is recommended to certify the absence of iron element in the fertilizer based on laboratory analysis. The addition of solid particles and iron sulfate to first phase treatments, going through the filtration system, did not increase the clogging rate or emitters (second phase). The application of solid particles and iron hydroxide in the system without passing through the filtration system (phase 3) and the positioning of drippers facing down, intensified the clogging process. Conventional models were more sensitive and compensating models were more tolerant of this water quality conditions. Models C3 performance better among the conventional models in all phases studied. Models A2 and A3 stood out among compensating models, presenting a good recovery flow rate at the end of the experiment.

A numerical model (BioClog) is developed to examine changes in key municipal solid waste (MSW) leachate characteristics and the porosity of porous media (clogging) as the leachate passes through the drainage layer of a leachate collection system (LCS). The model considers multiple-species reactive leachate transport through porous media. It simulates biofilm growth and loss, deposition of suspended particles, and precipitation of minerals on the surface of porous media. It is used to examine the long-term performance of both the granular porous media and nonwoven geotextiles in LCSs. Modelling of laboratory mesocosm cells filled with gravel usually used in landfills and permeated by landfill leachate shows encouraging agreement between the observed and measured effluent chemical oxygen demand (COD) and calcium concentrations as well as the gravel porosity within the saturated drainage layers. Studies of early generation LCSs involving finger (French) drain systems show that the finger drains are not effective at controlling leachate mounding within the landfill and the calculated leachate mound thicknesses agree well with observed field data. A numerical examination of the recent generation of LCSs, comprised of the granular drainage blanket and perforated drainage pipes, shows that an increase in grain size increases the service life and that increasing the spacing between collection pipes (i.e., the drainage path) decreases the service life of LCSs. Filter-separator layers between the waste and granular drainage layers are shown to increase the service life of LCSs. The modelling results indicate that the calculated clog mass within the saturated drainage layer is dominated by the inorganic material and the calculated service life of LCSs is dependent on the leachate strength examined. Finally, a new practical model for estimating the service life of LCSs is developed and calibrated against the data from the BioClog model. The simplified model could be used by the practicing engineers for estimating the service life and optimizing the design of LCSs in MSW landfills. / Thesis (Ph.D, Civil Engineering) -- Queen's University, 2012-04-26 14:03:22.666

This study investigated the changes in leachate composition and clogging evolution in leachate transmission pipes and the use of methanogenesis as a leachate treatment alternative for Bioreactor landfills, by using pilot-scale and laboratory studies. The pilot-scale study consisted of a research station built at Brady Road Landfill, housing sixteen HDPE pipes of three different diameters, conveying leachate intermittently at eight different Reynolds numbers, under reasonably controlled conditions. The pipes were tested for leachate degradation, clogging evolution and hydraulic impairment over time. The laboratory studies carried out tested (1) the effect of turbulence intensity and temperature on leachate degradation and clogging effects and (2) biological pretreatment of leachate prior to injection into a bioreactor cell. The pilot study results showed that under the conditions tested, pipes developed a significant amount of organic and inorganic clog material in less than a year of operation. Since limited quantities of fresh leachate (approx. 3 m3) were used during each leachate degradation analyses, the anticipated effects of clogging in a full scale injection system are expected to be more pronounced, which can negatively impact the long-term hydraulic performance, operation, and service life of a Bioreactor Landfill. The first laboratory study showed that increasing the turbulent energy dissipation rate caused greater amounts of CO2 evolution from the leachate, and temperature increase had an impact on dissolved Ca2+ under atmospheric conditions, affecting clog development. The second and third laboratory studies showed that performing leachate methanogenesis reduces organic (COD, VFA) and inorganic (Ca2+, ISS) clog constituents within the leachate However, the rate of methanogenesis was influenced by the ratio of acetate and propionate. It is suggested that if leachate undergoes methanogenesis in a separate leachate digester prior to re-injection into a bioreactor waste cell, it may protect the pipes and other engineered landfill systems against clogging and its detrimental effects, while allowing for CH4 recovery. However, blending of leachates from different wells or cells prior to the methanogenic digester may be needed to balance the variable concentrations and ratios of acetate and propionate over time from different landfill wells and cells.

The thesis examines the causes for the clogging problem of municipal landfill leachate collection system. The main aim of the work is to research clogging processes in different fillings by using municipal waste leachate, evaluate the leachate chemical compound concentration changes, and, based on the results of researches, to maintain the conductivity function. In the graduation thesis, several basic objectives are being solved: to perform column research of the fillings, by using municipal waste landfill leachate, and to identify parameters, identifying the clogging processes of fillings: porosity and porosity coefficient, as well as to analyse their changes; to analyse the concentrations of chemical compounds leachate, having an impact on drainage layer clogging; to evaluate, by applying modelling software, the column filling porosity changes over a period of time. The thesis consist of an introduction, three chapters, general conclusions, list of references used as well as the list of the author’s publication on the dissertation topic. The introductory chapter discusses the study problem, the relevance of the work, presents the description of the research object, formulation of the aim and objectives of the work, description of the research methodology, scientific novelty of the work, the practical significance of results, and defensive statements. The first chapter is the review of literature, as well as examination of: clogging processes in municipal landfill... [to full text] / Disertacijoje nagrinėjama komunalinių atliekų sąvartyno filtrato drenažo sluoksnio kolmatacijos problema. Pagrindinis disertacijos tikslas – ištirti komunalinių atliekų sąvartyno filtrato savybes, kurios apibūdina kolmatacijos procesus drenažo sluoksnyje, surasti tyrimų metu naudojamo drenažo užpildo efektyvią sudėtį, kuri išlaiko laidumo funkciją ir mažiau kenkia aplinkai. Darbe sprendžiami keli pagrindiniai uždaviniai: nustatyti komunalinių atliekų sąvartyno filtrato cheminius elementus, kurie turi įtakos drenažo sluoksnio kolmatacijai, naudojant komunalinių atliekų sąvartyno filtratą atlikti drenažo sluoksnio, kolonėlės tyrimą su skirtingos sudėties medžiagomis ir nustatyti kolonėlių užpildų poringumo pokyčius, nustatyti tinkamą naudojamų medžiagų (skaldos ir smulkintų naudotų padangų) sudėtį drenažo sluoksnio užpildui formuoti. Disertaciją sudaro įvadas, trys skyriai, bendrosios išvados, naudotos literatūros ir autoriaus publikacijų disertacijos tema sąrašas. Įvadiniame skyriuje aptariama tiriamoji problema, formuluojamas darbo aktualumas, aprašomas tyrimų objektas, formuluojamas darbo tikslas bei uždaviniai, aprašoma tyrimų metodika, darbo mokslinis naujumas, darbo rezultatų praktinė reikšmė, ginamieji teiginiai. Pirmas skyrius skirtas literatūros analizei. Šiame skyriuje nagrinėjami kolmatacijos procesai, vykstantys komunalinių atliekų sąvartynuose. Skyriuje apžvelgti pasaulyje atlikti mokslininkų kolmatacijos tyrimai, išanalizuoti gauti jų rezultatai. Skyriaus... [toliau žr. visą tekstą]

Disertacijoje nagrinėjama komunalinių atliekų sąvartyno filtrato drenažo sluoksnio kolmatacijos problema. Pagrindinis disertacijos tikslas – ištirti komunalinių atliekų sąvartyno filtrato savybes, kurios apibūdina kolmatacijos procesus drenažo sluoksnyje, surasti tyrimų metu naudojamo drenažo užpildo efektyvią sudėtį, kuri išlaiko laidumo funkciją ir mažiau kenkia aplinkai. Darbe sprendžiami keli pagrindiniai uždaviniai: nustatyti komunalinių atliekų sąvartyno filtrato cheminius elementus, kurie turi įtakos drenažo sluoksnio kolmatacijai, naudojant komunalinių atliekų sąvartyno filtratą atlikti drenažo sluoksnio, kolonėlės tyrimą su skirtingos sudėties medžiagomis ir nustatyti kolonėlių užpildų poringumo pokyčius, nustatyti tinkamą naudojamų medžiagų (skaldos ir smulkintų naudotų padangų) sudėtį drenažo sluoksnio užpildui formuoti. Disertaciją sudaro įvadas, trys skyriai, bendrosios išvados, naudotos literatūros ir autoriaus publikacijų disertacijos tema sąrašas. Įvadiniame skyriuje aptariama tiriamoji problema, formuluojamas darbo aktualumas, aprašomas tyrimų objektas, formuluojamas darbo tikslas bei uždaviniai, aprašoma tyrimų metodika, darbo mokslinis naujumas, darbo rezultatų praktinė reikšmė, ginamieji teiginiai. Pirmas skyrius skirtas literatūros analizei. Šiame skyriuje nagrinėjami kolmatacijos procesai, vykstantys komunalinių atliekų sąvartynuose. Skyriuje apžvelgti pasaulyje atlikti mokslininkų kolmatacijos tyrimai, išanalizuoti gauti jų rezultatai. Skyriaus... [toliau žr. visą tekstą] / The thesis examines the causes for the clogging problem of municipal landfill leachate collection system. The main aim of the work is to research clogging processes in different fillings by using municipal waste leachate, evaluate the leachate chemical compound concentration changes, and, based on the results of researches, to maintain the conductivity function. In the graduation thesis, several basic objectives are being solved: to perform column research of the fillings, by using municipal waste landfill leachate, and to identify parameters, identifying the clogging processes of fillings: porosity and porosity coefficient, as well as to analyse their changes; to analyse the concentrations of chemical compounds leachate, having an impact on drainage layer clogging; to evaluate, by applying modelling software, the column filling porosity changes over a period of time. The thesis consist of an introduction, three chapters, general conclusions, list of references used as well as the list of the author’s publication on the dissertation topic. The introductory chapter discusses the study problem, the relevance of the work, presents the description of the research object, formulation of the aim and objectives of the work, description of the research methodology, scientific novelty of the work, the practical significance of results, and defensive statements. The first chapter is the review of literature, as well as examination of: clogging processes in municipal landfill... [to full text]

An understanding of the clogging of fine sediments within gravel substrates is advanced through the use of dimensional analysis and macro-analysis of clogging experiments in hydraulic flumes. Dimensional analysis is used to suggest that the dimensionless clogging depth can be collapsed using the original and adjusted bed-to-grain ratios, substrate porosity, roughness Reynolds number, and Peclet number. Macro-analysis followed by statistical analysis of 146 experimental test results of fine sediment deposition in gravel substrates suggests that the dimensionless clogging depth can be collapsed using the substrate porosity and roughness Reynolds number reflecting the processes of gravity settling and turbulence induced fluid pumping between substrate particles. In addition, a clear cutoff of fine sediment unimpeded static percolation and sediment clogging is found using the adjusted bed-to-grain ratio. Thereafter, a physics-based approach is used to predict the clogging depth of fine sediment in gravel and in turn approve upon the preliminary findings in the empirical analysis. A momentum-impulse model that accounts for the critical impulse of a particle bridge is balanced with a fluid pulse resulting from turbulent pumping. The momentum-impulse model reduces the number of unknown parameters in the clogging problem and increases the model predictability as quantified using k-fold validation and model comparison with the empirical approach. A nomograph derived from applying the momentum-impulse model is provided herein, which will be useful for stream restoration practitioners interested in estimating embeddedness. Also, prediction of the clogging profile is shown using the clogging depth predicted with the momentum-impulse model.