Made available in DSpace on 2017-07-10T18:08:09Z (GMT). No. of bitstreams: 1 Arquivo de texto 1.pdf: 2186590 bytes, checksum: 8cfe993c740c2908a563e68a70f3ec3d (MD5) Previous issue date: 2008-02-15 / The increasing concern with the environment and specially with the use of the water resources resulted in the increasing valorization of the drinking water as well of consumption. Innumerable are the activities that use this resource, one of them, the Car Wash Station (CWS), object of this research. In Brazil, about 32,700 CWS approximately consume 3.7 millions of cubical meters of water per month that transform it in wastewater. In this context, this work had, as general objective, the development of alternative technology for wastewater treatment aiming the recovery of the water from car wash station. For so much, the methodology had as base seven main aspects: 1) diagnosis of the current situation around the activity of CWS; 2) characterization of the crude wastewater generated by CWS; 3) mathematical modeling to identify the critical factors of project; 4) development of the prototype; 5) researches of patents to verify the innovation; 6) elaboration of the process for patent request and 7) specifications of the criteria for development of installation and operation manuals of the wastewater treatment system. In the case of Toledo/PR city, from the 47,155 registered self-driven vehicles (of the whichonly 27% pass for CWS), with a medium consumption of 2682,5 m3 water per month, it was verified a generation of 2.921,14 m3 wastewater per month with highly variable characteristic, having only 97% of the CWS some treatment system. The inefficiency of the conventional systems was verified and the analysis resulted in the proposition/development of two technologies (patent request number MU8701195-6 23/07/2007 and number MU8701196-4 23/07/2007) having, among their characteristics, the low cost,installation/operation/maintenance easiness, need of little space, efficiency and versatile in application form. In this way, this work should intended to contribute with the minimization of the environmental problem around the activity of CWS / A crescente preocupação com o meio ambiente e, em especial com o uso dos recursos hídricos resultou na valorização crescente da água potável como bem de consumo. Inúmeras são as atividades que utilizam este recurso, uma delas, os Postos de Lavagem de Veículos (PLV s), objeto da pesquisa. No Brasil, cerca de 32.700 postos de lavagem transformam aproximadamente 3,7 milhões de metros cúbicos de água/mês em efluente. Neste contexto, este trabalho teve como objetivo geral o desenvolvimento de tecnologia alternativa para tratamento de efluentes visando a reutilização da água de postos de lavagem de veículos. Para tanto, a metodologia teve como base sete aspectos principais: 1) Diagnóstico da situação atual em torno da atividade dos PLV s; 2) Caracterização do efluente bruto gerado pelos PLV s; 3) Modelagem matemática para identificar os fatores críticos de projeto; 4) Desenvolvimento do protótipo; 5) Pesquisa em banco de patentes para verificar a inovação; 6) Elaboração do processo para pedido de patente e 7) Especificações dos critérios para desenvolvimento de manuais de instalação e operação do sistema de tratamento de efluentes de PLV s. Para o caso da cidade de Toledo-PR constatou-se a existência de 47.155 veículos automotores cadastrados (dos quais apenas 27% passam pelos PLVs), com um consumo médio de 2682,5 m3 de água/mês, geração de 2.921,14 m3 de efluente/mês com característica altamente variável, tendo apenas 97% dos postos algum sistema de tratamento. Constatou-se a ineficiência dos sistemas convencionais cuja análise resultou na proposição/desenvolvimento de duas tecnologias (pedido de patente N° MU8701195-6 de 23.07.2007 e Nº MU8701196-4 de 23.07.2007) tendo entre suas características o baixo custo, facilidade de instalação/operação/manutenção, necessidade de pouco espaço físico, eficiente e versátil na sua forma de aplicação. Desta forma, este trabalho deve contribuir com a minimização da problemática ambiental em torno da atividade dos PLV s.

Menstrual management is a pervasive issue for women globally, and it becomes critical in times of crisis. During these times of crisis and disaster, humanitarian response seeks to provide relief of suffering by meeting essential needs, in a comprehensive and predictable manner. Yet the provision of menstrual management remains largely ad hoc. Through a comprehensive literature review of documents pertaining to menstrual management in emergencies, this paper offers a qualitative analysis of modern humanitarian strategic approaches, to explore the place of menstrual management in emergencies. The core findings are that menstrual management is not fodder for strategy in humanitarian aid, and therefore lacks a ‘home’ in any of the humanitarian approaches to response. It is not fully integrated into either technical strategic implementation, typified by the cluster approach, nor through cultural implementation approaches, typified by gender mainstreaming. This paper also offers some explanations of why such an omnipresent need has, as yet, remained un-championed. This discussion is based on a theoretical framework offered by feminist theory. Supplemented by an understanding of organisations as gendered structures (Acker, 1990), this thesis posits that these cavities in modern humanitarian response are due to the inherent inability and reluctance of the humanitarian system to concern itself with a bodily, female issue such as menstrual management.

金融犯罪近年來日益受學者與實務界之重視,而我國證券交易 法既以「發展國民經濟、保障投資」為目的,證券市場是否依自然 供需法則自由運作,而不受人為操縱行為破壞價格決定機制,顯得 至為重要。 我國證券交易法明文禁止操縱市場行為,違反者除民事損害賠 償責任外,尚有刑事處罰,且刑度非輕。操縱市場雖屬於相對抽象 之一種禁止類型,但法院實務上已經累積為數不少之判決,然而因 案件內容繁雜、法條構成要件不夠明確......等因素,造成法律見解難 以統一之現象,進而使得辯護工作難度增加。 本文擬從比較法上,參考外國法對操縱市場行為禁止之類型及 方式,檢視我國證券交易法中關於操縱市場之立法過程與構成要 件,並蒐集大量法院判決,整理分析被告提出之各式抗辯,回顧法 院判決中之見解、判斷,期待能更深入問題之核心,裨對實務工作 者能有所助益。 / Financial crimes are increasingly valued by academics and practitioners in recent years. Securities and Exchange Act in Taiwan is securities market operate freely in accordance with the law of natural supply and demand without undermining the mechanism of price determination by human manipulation so important. Securities and Exchange Act in Taiwan expressly prohibited for market manipulation and penalize who breach of regulation. They must bear civil liability for damages and seriously criminal penalties. Although market manipulation may be very abstract sometimes, court practice has accumulated a large number of judgments. However, it’s still a big challenge for attorneys due to the different opinions in practice. The relevant provisions of this order the United States, England and China on different types of legislation about manipulation, in order to find the difference of among the Securities and Exchange Law of Taiwan, as a reference to amend acts of manipulation. By studying cases selected our Court and trying to analyze how the various defenses affect the court decision.

Le développement des réseaux séparatifs entraîne le transfert fréquent de polluants urbains vers les milieux récepteurs (plans d’eau, rivières, etc.). La compréhension des processus de production et de lessivage des polluants dans le milieu urbain est pourtant incomplète à l’heure actuelle. Afin de répondre aux questions liées à la gestion des eaux urbaines, l’amélioration des connaissances des processus physiques est nécessaire, tant au niveau des surfaces urbaines que les réseaux d'assainissement. Pour cela, la modélisation du transfert hydrologique des polluants en milieu urbain peut être un outil précieux.Cette thèse a pour objectif de développer et d'analyser des modèles distribués à base physique pour simuler les flux de polluants routiers (Matières En Suspension (MES), Hydrocarbures, Métaux) dans un environnement urbain. Elle s'inscrit dans le cadre du projet ANR "Trafipollu" et bénéficie des résultats expérimentaux mis en œuvre dans ce projet pour la calibration et validation des modèles utilisés. Le travail de thèse s’articule autour de deux échelles de modélisation : l’échelle locale et l’échelle du quartier.A l'échelle locale, le code FullSWOF (volumes finis, schéma numérique d'ordre 2) couplé au modèle d’érosion d'Hairsine and Rose (1992a; 1992b) et des données géographiques très détaillées (résolution spatiale centimétrique) ont été utilisés et adaptés afin d'améliorer nos connaissances des processus physiques du lessivage des polluants sur les surfaces urbaines. La comparaison aux mesures en continu permet d’évaluer la performance d’une modélisation physique pour représenter les variations spatiales et temporelles des processus de transferts des polluants sur les surfaces urbaines. Les analyses des résultats obtenus permettent de constater la prédominance des effets d'arrachement liés à la pluie sur les processus d'entrainement par l'advection sur la majeure partie du bassin versant routier. L’utilisation d’un modèle d’érosion pour modéliser le transport particulaire en zone urbaine est une innovation importante de cette thèse.A l’échelle du quartier, la deuxième étape du travail consiste à coupler séquentiellement le modèle TREX (Velleux, England, et al., 2008) avec le modèle CANOE (Alison, 2005), nommé "TRENOE" plateforme. En changeant différentes options de mise en œuvre et de configurations du modèle, l’adaptation de la précision numérique et l’utilisation de données détaillées d’occupation du sol semblent être les facteurs clés pour une telle modélisation. Par ailleurs, ce couplage a montré des problèmes de fond tels que la modélisation du schéma numérique des flux en surface (seulement dans 4 directions), ainsi que l'utilisation de l'équation USLE pour simuler l'érosion en milieu urbain, ne comprenant pas d’impact des gouttes de pluie pour la modélisation.Pour remédier à ces défauts, la plateforme opensource LISEM-SWMM est développée en couplant le modèle LISEM (De Roo, Wesseling, et al., 1996), modèle d’érosion développé initialement pour le milieu naturel, et le modèle SWMM (Rossman, 2010). Pour la première fois, la modélisation hydrologique s’appuie aussi sur l’utilisation de sorties de modèles atmosphériques pour les dépôts des particules fines (PM10), hydrocarbures et métaux. Les résultats montrent que l’emploi de modèles totalement distribués peut arriver à reproduire de manière très fine les dynamiques des particules, des hydrocarbures et des métaux. Même si à ce stade la plateforme développée nécessite des améliorations pour adapter aux utilisations dans le champ opérationnel, ceci constitue une avancée pour le domaine de modélisation du transfert hydrologique des polluants routiers en milieu urbain / Nowadays, the increasing use of separate stormwater systems causes a frequent transport of urban pollutants into receiving water bodies (lakes, rivers). However, current studies still lack of the knowledge of urban build-up and wash-off processes. In order to address urban management issues, better understanding of physical mechanism is required not only for the urban surfaces, but also for the sewer systems. In this context, the modelling of hydrological transfer of urban pollutants can be a valuable tool.This thesis aims to develop and assess the physically-based and distributed models to simulate the transport of traffic-related pollutants (suspended solids, hydrocarbons, heavy metals) in urban stormwater runoffs. This work is part of the ANR "Trafipollu" project, and benefit from the experimental results for model calibration and validation. The modelling is performed at two scales of the urban environment: at the local scale and at the city district scale.At the local scale of urban environment, the code FullSWOF (second-order finite volume scheme) coupled with Hairsine and Rose model (1992a; 1992b) and detailed monitoring surveys is used to evaluate urban wash-off process. Simulations over different rainfall events represent promising results in reproducing the various dynamics of water flows and particle transfer on the urban surfaces. Spatial analysis of wash-off process reveals that the rainfall-driven impacts are two orders of magnitude higher than flow-drive effects. These findings contribute to a significant improvement in the field of urban wash-off modelling. The application of soil erosion model to the urban context is also an important innovation.At the city district scale, the second step consists of coupling the TREX model (Velleux, England, et al., 2008) and the CANOE model, named "TRENOE" platform. By altering different options of model configurations, the adequate numerical precision and the detailed information of landuse data are identified as the crucial elements for achieving acceptable simulations. Contrarily, the high-resolution topographic data and the common variations of the water flow parameters are not equally significant at the scale of a small urban catchment. Moreover, this coupling showed fundamental problems of the model structure such as the numerical scheme of the overland flow (only 4 directions), and the empirical USLE equations need to be completed by raindrop detachment process.To address these shortcomings, the LISEM - SWMM platform is developed by coupling the open-source LISEM model (De Roo, Wesseling, et al., 1996), which is initially developed for soil erosion simulations, and the SWMM model (Rossman, 2010). For the first time, the hydrological model is also supported by the simulations of atmospheric dry deposits of fine particles (PM10), hydrocarbons and heavy metals. The performance of water flow and TSS simulations are satisfying with the calibrated parameters. Considering the hydrocarbons and heavy metals contents of different particle size classes, simulated event mean concentration of each pollutant is comparable to local in-situ measurements. Although the platform at current stage still needs improvements in order to adapt to the operational applications, the present modelling approach contributes to an innovative technology in the field of modelling of hydrological transfer of the traffic-related pollutants in urban environment

A subject of this Thesis is the design of the complex system of measures of soil conservation in given catchment area, which will serve as a concept of complex land consolidation in cadaster Jerlochovice. Based on the analysis and the land survey, a feasible solution was designed using the hydrological and erosive tools of ArcGIS. For the identification of areas endangered by erosion and for the identification of runoff conditions, the Universal Soil Loss Equation of Wischmeier-Smith was used (in grid modification). Based on the calculated values, the suitable technical and agrotechnical measures of soil erosion control were designed. Each component was designed for the values of Qn from the model DesQ. Subsequently the efectivity of the designed measures was evaluated by the comparison of results of erosive and runoff conditions before and after the aplication of the soil and water conservation measures.

<p>In developing countries water access is not always available. In many locations around the world, people lack sufficient access of water for both drinking and domestic purposes and use unsafe water sources. Particularly in sub-Saharan Africa, women and children walk great distances to obtain access to water. People must have equitable and affordable access to safe and sufficient water that is palatable and in sufficient quantity for both drinking and domestic purposes before any other long-term economic development or social improvement can occur. This research seeks to increase access to subsurface water by improving the driving capabilities of the Well-Driver PUP (Purdue Utility Project) vehicle. The Well-Driver PUP is a low-volume manufactured utility vehicle with a hydraulic post driver mated to it in order to mechanize tube well installation. </p> <p>Worldwide, there are many locations where the water table depth is less than 23 meters, specifically in the 10-20 meters range. These areas include sub-Saharan Africa, the Caribbean, South America, northern India, Asia, and parts of the Asia Pacific Islands. These locations are places where the Well-Driver PUP could potentially be utilized, if sufficient reliability and depth can be demonstrated on a repeatable basis. This would increase the number of locations throughout the world that the vehicle could be used to access ground water for those with limited to no current water access. Ghana is one of the many countries located within sub-Saharan Africa where the Well-Driver PUP could have a positive impact.</p> <p>The author has had significant professional experience working in Ghana on various international development projects related to agriculture, water, sanitation, and hygiene (WASH). She has been part of international development projects in Ghana, Tanzania, and Haiti, with experience working cross-culturally since 2014. She has worked on projects specifically in Ghana for more than 9 years and has been part of more than 32 different water resource projects within the country. Therefore, consideration is specifically given to the appropriateness of the Well-Driver PUP as first piloted in Ghana. For this work, a cost analysis of using the Well-Driver PUP per depth and comparison to current driven wells in Ghana was carried-out. </p> <p>A review of the literature was conducted. Four research questions and experiments were established. Experiment 1 carried-out three different pipe stack numerical loading studies that were simulated in Fusion 360® (Autodesk, San Rafael, CA). Load models were examined of a centered hit, a non-centered hit, and a well point only. It was shown that the average dynamic impact force applied by the driving ram was calculated to be 39 kN. FEA analysis was conducted in Fusion 360®, and it included Von Mises, safety factor, and displacement results. The average dynamic impact force that the Well-Driver PUP applies was less than both the yield stress and ultimate tensile strength of ASTM A53 steel, indicating that no deformation or breakage of the well point should be expected. </p> <p>Experiment 2 included increasing the weight of the driving ram, through the addition of weight plates. A series of wooden fence post installations using these new weight additions was conducted. This experiment allowed for a regression model to be developed predicting the impact of weight added to the driving ram, the drop height of the ram, and the soil moisture content, on the driving depth of the vehicle. The MLR model included the penetration depth (Y), weight added (X₁), drop height (X₂), and soil moisture content (X₃). The model coefficient estimates were determined, and the predictor variables were all found to be significant at p < 0.01.</p> <p>Experiment 3 focused on improved reliability and finding the maximum depth capabilities of the Well-Driver PUP with new weight additions added to the driving ram. Two attempts were made to determine the driving depth capabilities of the vehicle. Both well installations were conducted in Montgomery County Indiana. Water was struck at both locations. At the first location, final well depth was 2.1 m with a 0.76 m of water within the column. The driver encountered a layer of blue-gray clay that it was unable to pass through. </p> <p>A second driving attempt was made to install a deeper well. The final well depth was 5.0 m with 1.67 m of water within the column. At this location, it is believed that a layer of limestone, shale, or siltstone was encountered. Comparing the compressive strength of limestone, sandstone, and shale, the Well-Driver PUP was not capable of driving through such materials. Therefore, at both well locations, the maximum driving depth capabilities of the driver were achieved. At both installation locations, the wells were formally developed. Both sets of water quality samples were submitted to the Montgomery County Health Department and received satisfactory ratings. </p> <p>Experiment 4 resulted in the fabrication and design of a 4” well point. The fabricated well point was installed to create a completed well at a depth of 2.7 m in Linden IN. There was 0.1 m of water within the pipe column. The well was formally developed, and the water quality results received a satisfactory rating. A cost analysis of a 4” well by depth was conducted. The total cost to fabricate one well point totaled $661.42. Of the total cost, 81% of the costs came from the 4” base pipe and the specialty pre-perforated screen used to create the secondary screen. The completion of these experiments provides a better understanding of the driving capabilities of the Well-Driver Pup. Improving the driving depth capabilities of the Well-Driver Pup will help to push this low-cost alternative technology closer to release in the developing world.</p> <p><br></p>

The goal of this project was to develop novel bacterial biomarkers for use in an industrial context. These biomarkers would be used to determine aluminium industry activity impact on a local ecosystem. Sediment bacterial communities of the Saguenay River are subjected to industrial effluent produced by industry in Jonquière, QC. In-situ responses of these communities to effluent exposure were measured and evaluated as potential biomarker candidates for exposure to past and present effluent discharge. Bacterial community structure and composition between control and affected sites were investigated. Differences observed between the communities were used as indicators of a response to industrial activity through exposure to effluent by-products. Diversity indices were not significantly different between sites with increased effluent exposure. However, differences were observed with the inclusion of algae and cyanobacteria. UniFrac analyses indicated that a control (NNB) and an affected site (Site 2) were more similar to one another with regard to community structure than either was to a medially affected site (Site 5) (Figure 2.4). We did not observe a signature of the microbial community structure that could be predicted with effluent exposure. Microbial community function in relation to bacterial mercury resistance (HgR) was also evaluated as a specific response to the mercury component present in sediments. Novel PCR primers and amplification conditions were developed to amplify merP, merT and merA genes belonging to the mer-operon which confers HgR (Table 5.6). To our knowledge, the roles of merP and merT have not been explored as possible tools to confirm the presence of the operon. HgR gene abundance in sediment microbial communities was significantly correlated (p < 0.05) to total mercury levels (Figure 3.4) but gene expression was not measurable. We could not solely attribute the release of Hg0 from sediments in bioreactor experiments to a biogenic origin. However, there was a 1000 fold difference in measured Hg0 release between control and affected sites suggesting that processes of natural remediation may be taking place at contaminated sites (Figure 3.7). Abundance measurements of HgR related genes represent a strong response target to the mercury immobilized in sediments. Biomarkers built on this response can be used by industry to measure long term effects of industrially derived mercury on local ecosystems. The abundance of mer-operon genes in affected sites indicates the presence of a thriving bacterial community harbouring HgR potential. These communities have the capacity to naturally remediate the sites they occupy. This remediation could be further investigated. Additional studies will be required to develop biomarkers that are more responsive to contemporary industrial activity such as those based on the integrative oxidative stress response.

The goal of this project was to develop novel bacterial biomarkers for use in an industrial context. These biomarkers would be used to determine aluminium industry activity impact on a local ecosystem. Sediment bacterial communities of the Saguenay River are subjected to industrial effluent produced by industry in Jonquière, QC. In-situ responses of these communities to effluent exposure were measured and evaluated as potential biomarker candidates for exposure to past and present effluent discharge. Bacterial community structure and composition between control and affected sites were investigated. Differences observed between the communities were used as indicators of a response to industrial activity through exposure to effluent by-products. Diversity indices were not significantly different between sites with increased effluent exposure. However, differences were observed with the inclusion of algae and cyanobacteria. UniFrac analyses indicated that a control (NNB) and an affected site (Site 2) were more similar to one another with regard to community structure than either was to a medially affected site (Site 5) (Figure 2.4). We did not observe a signature of the microbial community structure that could be predicted with effluent exposure. Microbial community function in relation to bacterial mercury resistance (HgR) was also evaluated as a specific response to the mercury component present in sediments. Novel PCR primers and amplification conditions were developed to amplify merP, merT and merA genes belonging to the mer-operon which confers HgR (Table 5.6). To our knowledge, the roles of merP and merT have not been explored as possible tools to confirm the presence of the operon. HgR gene abundance in sediment microbial communities was significantly correlated (p < 0.05) to total mercury levels (Figure 3.4) but gene expression was not measurable. We could not solely attribute the release of Hg0 from sediments in bioreactor experiments to a biogenic origin. However, there was a 1000 fold difference in measured Hg0 release between control and affected sites suggesting that processes of natural remediation may be taking place at contaminated sites (Figure 3.7). Abundance measurements of HgR related genes represent a strong response target to the mercury immobilized in sediments. Biomarkers built on this response can be used by industry to measure long term effects of industrially derived mercury on local ecosystems. The abundance of mer-operon genes in affected sites indicates the presence of a thriving bacterial community harbouring HgR potential. These communities have the capacity to naturally remediate the sites they occupy. This remediation could be further investigated. Additional studies will be required to develop biomarkers that are more responsive to contemporary industrial activity such as those based on the integrative oxidative stress response.

The goal of this project was to develop novel bacterial biomarkers for use in an industrial context. These biomarkers would be used to determine aluminium industry activity impact on a local ecosystem. Sediment bacterial communities of the Saguenay River are subjected to industrial effluent produced by industry in Jonquière, QC. In-situ responses of these communities to effluent exposure were measured and evaluated as potential biomarker candidates for exposure to past and present effluent discharge. Bacterial community structure and composition between control and affected sites were investigated. Differences observed between the communities were used as indicators of a response to industrial activity through exposure to effluent by-products. Diversity indices were not significantly different between sites with increased effluent exposure. However, differences were observed with the inclusion of algae and cyanobacteria. UniFrac analyses indicated that a control (NNB) and an affected site (Site 2) were more similar to one another with regard to community structure than either was to a medially affected site (Site 5) (Figure 2.4). We did not observe a signature of the microbial community structure that could be predicted with effluent exposure. Microbial community function in relation to bacterial mercury resistance (HgR) was also evaluated as a specific response to the mercury component present in sediments. Novel PCR primers and amplification conditions were developed to amplify merP, merT and merA genes belonging to the mer-operon which confers HgR (Table 5.6). To our knowledge, the roles of merP and merT have not been explored as possible tools to confirm the presence of the operon. HgR gene abundance in sediment microbial communities was significantly correlated (p < 0.05) to total mercury levels (Figure 3.4) but gene expression was not measurable. We could not solely attribute the release of Hg0 from sediments in bioreactor experiments to a biogenic origin. However, there was a 1000 fold difference in measured Hg0 release between control and affected sites suggesting that processes of natural remediation may be taking place at contaminated sites (Figure 3.7). Abundance measurements of HgR related genes represent a strong response target to the mercury immobilized in sediments. Biomarkers built on this response can be used by industry to measure long term effects of industrially derived mercury on local ecosystems. The abundance of mer-operon genes in affected sites indicates the presence of a thriving bacterial community harbouring HgR potential. These communities have the capacity to naturally remediate the sites they occupy. This remediation could be further investigated. Additional studies will be required to develop biomarkers that are more responsive to contemporary industrial activity such as those based on the integrative oxidative stress response.

我國興櫃股票之交易方式係由推薦證券商（即興櫃股票之造市商）之報價主導交易進行，屬於報價驅動（Quote-driven）之交易方式，與我國上櫃股票採取「等價交易」及上市股票採取「競價交易」等均屬委託單驅動（Order-driven）之交易方式迥然不同。 按我國證券交易法第155條第2項準用同條第1項規定之適用結果，「於證券商營業處所買賣有價證券」者，仍應有第1項所揭反市場操縱條款之適用。惟有關興櫃股票交易在成交對象之選擇、成交順序、成交價格決定，乃至於成交後之給付結算作業方式等，均與我國現行上市（櫃）股票之交易及交割方式具有明顯之差異，致應如何適用證券交易法反市場操縱條款之規定，乃成疑義。 本文鑒於興櫃股票市場規模已呈穩定成長之勢，不難想像興櫃股票交易與市場操縱行為之間終將有擦出爭議火花之時，故以比較法學研究之觀點，歸納並分析興櫃股票與上市（櫃）股票交易方式之差異及其癥結所在。另蒐集瀏覽世界各國主要證券市場之交易規制，包括美國OTCBB市場、歐陸Alternext市場及英國AIM市場，分析其他採用報價驅動交易模式之先進市場當中有關造市商義務之規範，以掌握造市商義務之核心意涵。進而以造市商義務範圍及報價驅動市場之交易特徵為基礎，逐一檢測興櫃股票適用我國證券交易法所揭「違約不交割」、「相對委託」、「連續交易」、「沖洗買賣」、「散布流言或不實資料」及「其他直接或間接操縱市場」等各款反市場操縱條款規定可能引發之爭議，並提出本文意見。 / The trading mechanism of Taiwan Emerging Stock is based on quote-driven model, which is very different from the order-driven model of the Taiwan OTC securities market and Taiwan Stock Exchange market. By the Taiwan Securities and Exchange Act Article 155 paragraph 2 permitted that paragraph 1, the anti-market manipulation provisions, shall apply mutatis mutandis to securities transactions conducted on the over-the-counter markets. However, lots of Taiwan Emerging stock trading rules such as allowing the participants to choose their counterparty, the matching sequence rules, the price decision rules, and even the rules of payment and settlement practices after transaction, all have significantly differences between those of Taiwan Emerging stock market and listed stock market. Therefore, how should Taiwan Emerging stock apply to the Securities Exchange Act under the terms of the anti-market manipulation is into doubt. Taiwan Emerging stock market has shown a steady growth trend, hence, it is easy to imagine that Taiwan Emerging stock trading and market manipulation issues will eventually rise to controversy. This thesis is to study from the point of view of comparative law, by means of analyzing the emerging stock markets of the advanced countries, including the U.S. OTCBB market, the European Alternext market and the UK AIM market, to conclude the crux of the difference between the quote-driven and order-driven market models. Then, to understand the characteristics and core obligation of the market maker under quote-driven market model, furthermore, to detect the disputes may lead for adapting the anti-manipulation provisions to Taiwan Emerging stock, including the terms of "breach of contract non-deliverable", "improper matched orders ", "continuous trading", "wash sale", "spreading rumors or false information" and other direct or indirect behavior of manipulation". And this thesis proposed its discovery at the end.