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Experimental Study on the Interaction between Surface Wave and Internal WaveLai, Keng-chen 25 July 2009 (has links)
Surface gravity waves and internal waves are two of the most common natural phenomena in the ocean. While oceanographers believe that internal waves have greater influence over the surface waves, if is not clear to what extent that the former have affected the latter. As an internal wave propagating in the ocean, short period flow could be induced on the free surface layer. Moreover, as internal waves propagating over a submarine ridge, internal breaking accompanying by large vortex may have occurred, which may also affect the properties of the surface waves. To prove the relationship between them, basic mathematical equations have been derived, but had never been proven in the laboratory experiments or field observations.
In this thesis, the results of a series of laboratory experiments conducted at the National Sun Yen-sen University are employed to study the waveform evolution and change to the physical parameters of the surface waves, resulting from the generation of internal waves induced on a stratified fluid, as both propagate together above a plane bottom or across single ridge. These experiments were carried out in a stratified two-layer fresh/brine water system (upper layer with fresh water density 996 kg / m3; bottom layer brine water with 1030 kg / m3) in a steel framed wave tank of 12m long with cross-section of 0.7 m high by 0.5 m wide. A plunging-type wave maker was used to produce the designated surface waves, from which the internal waves were induced at the interface.
Based on the experimental results in the fluid system with uniform density, wave height and period of the surface wave were first calibrated. It was found that the amplitude of a surface wave decreased first due to the breaking of the internal wave on the apex of a submerged ridge and then increased due to wave regeneration at the back of the ridge, when the surface wave propagated over single ridge. Beyond the ridge, the peak period with maximum energy associated with the transmitted wave remained almost the same with that of the incident waves. In a stratified fluid system, wave height of the surface waves and internal waves did not suffer much change but the peak period of a surface wave increased as an internal wave just across the apex of the obstacle, under a condition referred to as weaken interaction between the waves and the obstacle. For the intense wave breaking condition at the interface, wave height of the internal waves decreased and the period of surface waves or internal waves shortened. However, wave height of the surface wave above the apex of the obstacle increased due to the intense wave breaking.
The results obtained from the present laboratory experiments on the interaction between a surface wave and the induced internal wave could benefit others interested in surface and internal wave interaction for practical applications in oceanography or numerical modeling.
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Multi-unit common value auctions : theory and experimentsAhlberg, Joakim January 2012 (has links)
Research on auctions that involve more than one identical item for sale was,almost non-existing in the 90’s, but has since then been getting increasing attention. External incentives for this research have come from the US spectrum, sales, the European 3G mobile-phone auctions, and Internet auctions. The policy relevance and the huge amount of money involved in many of them have helped the theory and experimental research advance. But in auctions where values are equal across bidders, common value auctions, that is, when the value depends on some outside parameter, equal to all bidders, the research is still embryonic. This thesis contributes to the topic with three studies. The first uses a Bayesian game to model a simple multi-unit common value auction, the task being to compare equilibrium strategies and the seller’s revenue from three auction formats; the discriminatory, the uniform and the Vickrey auction. The second study conducts an economic laboratory experiment on basis of the first study. The third study comprises an experiment on the multi-unit common value uniform auction and compares the dynamic and the static environments of this format. The most salient result in both experiments is that subjects overbid. They are victims of the winner’s curse and bid above the expected value, thus earning a negative profit. There is some learning, but most bidders continue to earn a negative profit also in later rounds. The competitive effect when participating in an auction seems to be stronger than the rationality concerns. In the first experiment, subjects in the Vickrey auction do somewhat better in small groups than subjects in the other auction types and, in the second experiment, subjects in the dynamic auction format perform much better than subjects in the static auction format; but still, they overbid. Due to this overbidding, the theoretical (but not the behavioral) prediction that the dynamic auction should render more revenue than the static fails inthe second experiment. Nonetheless, the higher revenue of the static auction comes at a cost; half of the auctions yield negative profits to the bidders, and the winner’s curse is more severely widespread in this format. Besides, only a minority of the bidders use the equilibrium bidding strategy.The bottom line is that the choice between the open and sealed-bid formats may be more important than the choice of price mechanism, especially in common value settings.
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Experimental, Theoretical, and Numerical Investigations of Geomechanics/Flow Coupling in Energy GeoreservoirsLi, Zihao 01 September 2021 (has links)
The development of hydrocarbon energy resources from shale, a fine-grained, low-permeability geological formation, has altered the global energy landscape. Constricting pressure exerted on a shale formation has a significant effect on the rock's apparent permeability. Gas flow in low-permeability shales is significantly different from liquid flow due to the Klinkenberg effect caused by gas molecule slip at the nanopore wall surfaces. This has the effect of increasing apparent permeability (i.e., the measured permeability). Optimizing the conductivity of the proppant assembly is another critical component of designing subsurface hydrocarbon production using hydraulic fracturing. Significant fracture conductivity can be achieved at a much lower cost than conventional material costs, according to the optimal partial-monolayer proppant concentration (OPPC) theory. However, hydraulic fracturing performance in unconventional reservoirs is problematic due of the complex geomechanical environment, and the experimental confirmation and investigation of the OPPC theory have been rare in previous studies. In this dissertation, a novel multiphysics shale transport (MPST) model was developed to account for the coupled multiphysics processes of geomechanics, fluid dynamics, and the Klinkenberg effect in shales. Furthermore, A novel multi-physics multi-scale multi-porosity shale gas transport (M3ST) model was developed based on the MPST model research to investigate shale gas transport in both transient and steady states, and a double-exponential empirical model was also developed as a powerful substitute for the M3ST model for fitting laboratory-measured apparent permeability. Additionally, throughout the laboratory experiment of fracture conductivity with proppant, the four visible stages documented the evolution of non-monotonic conductivity and proppant concentration. The laboratory methods and empirical model were then applied to the shale plugs from Central Appalachia to investigate the formation properties there. The benefits of developing these regions wisely include a smaller surface footprint, reduced infrastructure requirements, and lower development costs. The developed MPST, M3ST, double-exponential empirical models and research findings shed light on the role of multiphysics mechanisms, such as geomechanics, fluid dynamics and transport, and the Klinkenberg effect, in shale gas transport across multiple spatial scales in both steady and transient states. The fracture conductivity experiments successfully validate the theory of OPPC and illustrate that proppant embedment is the primary mechanism that causes the competing process between fracture width and fracture permeability and consequently the non-monotonic fracture conductivity evolution as a function of increasing proppant concentration. The laboratory experimental facts and the numerical fittings in this study provided critical insights into the reservoir characterization in Central Appalachia and will benefit the reservoir development using non-aqueous fracturing techniques such as CO2 and advanced proppant technologies in the future. / Doctor of Philosophy / Production of oil and gas from the extremely tight rock has changed the global energy industry, including job growth, energy security, and environment protection. However, the oil and gas production from the tight rock is difficult because of the complex rock properties. Hydraulic fracking can resolve the issue and contribute to the high production. The higher and safer production needs us to have a better understanding of oil and gas flow under the ground. A series of laboratory experiment were conducted, and a new shale gas transport model is introduced in this dissertation to explain the oil and gas flow under the complicated scenarios. The experimental results show that many factors can impact the oil and gas flow, and the model can match the experimental results very well. A few statistical methods are also used in the data analysis. The optimization of proppant pack is another important component of hydraulic fracking. Proppant particles are usually man-made ceramic tiny balls, which will be injected into the underground to keep the fractures from closing during the production. From the previous papers, it is possible to achieve high fracture conductivity at a much lower cost than traditional proppant costs. Many groups of laboratory experiment were conducted to demonstrate this guess. Many rock samples in the experiment are from Central Appalachian area, which can help the resource development in this area. The developed model and experimental research findings in this study provided critical insights into the role of the many physics mechanisms on shale gas transport, proppant optimization, and hydraulic fracking.
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Multi-unit common value auctions : theory and experimentsAhlberg, Joakim January 2012 (has links)
Research on auctions that involve more than one identical item for sale was,almost non-existing in the 90’s, but has since then been getting increasing attention. External incentives for this research have come from the US spectrum, sales, the European 3G mobile-phone auctions, and Internet auctions. The policy relevance and the huge amount of money involved in many of them have helped the theory and experimental research advance. But in auctions where values are equal across bidders, common value auctions, that is, when the value depends on some outside parameter, equal to all bidders, the research is still embryonic. This thesis contributes to the topic with three studies. The first uses a Bayesian game to model a simple multi-unit common value auction, the task being to compare equilibrium strategies and the seller’s revenue from three auction formats; the discriminatory, the uniform and the Vickrey auction. The second study conducts an economic laboratory experiment on basis of the first study. The third study comprises an experiment on the multi-unit common value uniform auction and compares the dynamic and the static environments of this format. The most salient result in both experiments is that subjects overbid. They are victims of the winner’s curse and bid above the expected value, thus earning a negative profit. There is some learning, but most bidders continue to earn a negative profit also in later rounds. The competitive effect when participating in an auction seems to be stronger than the rationality concerns. In the first experiment, subjects in the Vickrey auction do somewhat better in small groups than subjects in the other auction types and, in the second experiment, subjects in the dynamic auction format perform much better than subjects in the static auction format; but still, they overbid. Due to this overbidding, the theoretical (but not the behavioral) prediction that the dynamic auction should render more revenue than the static fails inthe second experiment. Nonetheless, the higher revenue of the static auction comes at a cost; half of the auctions yield negative profits to the bidders, and the winner’s curse is more severely widespread in this format. Besides, only a minority of the bidders use the equilibrium bidding strategy.The bottom line is that the choice between the open and sealed-bid formats may be more important than the choice of price mechanism, especially in common value settings.
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The effects of regulatory and financial policy instruments on innovative behavior / Experimental evidenceBrüggemann, Julia 25 February 2016 (has links)
Um politische Ziele wie Wirtschaftswachstum, geringe Arbeitslosigkeit und langfristige internationale Wettbewerbsfähigkeit zu erreichen, wird die Förderung der nationalen Innovationstätigkeit als ein zentrales Element für erfolgreiche Wirtschaftspolitik angesehen. Diese Dissertation trägt zu der Diskussion über den Einfluss von regulativen und finanziellen Politikinstrumenten auf unternehmerische Entscheidungen bei, indem die Effekte von spezifischen Politikinstrumenten auf die individuelle Innovationstätigkeit und das Kooperationsverhalten analysiert werden. Es werden dabei die Effekte dreier Politikinstrumente – intellektuelle Eigentumsrechte, Innovationswettbewerbe und Subventionen – mit Hilfe von Laborexperimenten in einem neuen experimentellen Design untersucht, das im Kern eine Scrabble-ähnliche Wort-Suchaufgabe beinhaltet. Auf diese Weise können die individuellen Reaktionen auf die institutionellen Parameter im Rahmen eines sequentiellen Innovationsprozesses simuliert werden.
Die Ergebnisse des ersten Experiments bezüglich intellektueller Eigentumsrechte zeigen, dass diese einen negativen Effekt auf das Auftreten sequentieller Innovationen haben. Die Wohlfahrt sinkt durch das Vorhandensein von intellektuellen Eigentumsrechten signifikant um 20 bis 30 Prozent, da eine geringere Anzahl und weniger wertvolle Innovationen erstellt werden. Im zweiten Experiment werden die Effekte von Innovationswettbewerben untersucht. Im Ergebnis sinkt in beiden untersuchten Wettbewerben die Kooperationsbereitschaft, jedoch haben Innovationswettbewerbe weder Einfluss auf die Kooperationsneigung der Individuen noch auf die gesamte Innovationsaktivität. Das dritte Experiment analysiert die Effekte von Subventionen auf das Innovationsverhalten und auf die Kooperationstätigkeit. Im Ergebnis zeigt sich ein substantielles Crowding-Out von privaten Investitionen und – je nach Subventionsart – keine positiven, bzw. sogar negative Effekte auf die Wohlfahrt. Im abschließenden Kapitel wird die aktuelle Literatur zur experimentellen Innovationsforschung zusammengefasst und ihre Vor- und Nachteile diskutiert. Insgesamt wird für eine pragmatische Nutzung von Laborexperimenten plädiert, um die Ergebnisse etablierter Methoden in der Innovationsforschung durch diesen methodischen Ansatz zu bereichern.
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Etudes des mécanismes de transfert de charge dans les plateformes granulaires renforcées par géosynthétiques / GRANULAR PLATFORM REINFORCED BY GEOSYNTHETICS ABOVE CAVITIES : Laboratory experiments and numerical modeling of load transfer mechanismsPham, Minh Tuan 04 April 2019 (has links)
L’aménagement progressif du territoire conduit à l’exploitation de nouvelles zones, actuellement délaissées, car présentant des risques pour la sécurité des usagers. C’est notamment le cas des zones d’effondrements potentiels qui sont liées à la présence de cavités souterraines. Parmi les nombreuses solutions préventives, le renforcement géosynthétique permet de prévenir les risques d’effondrement localisés. Cette solution de renforcement est largement utilisée à la fois pour ses avantages économiques et environnementaux, que pour sa facilité et rapidité de mise en œuvre. Néanmoins, les méthodes de conception existantes des plateformes granulaires renforcées par géosynthétiques sont fondées sur diverses hypothèses simplificatrice et ne prennent pas en compte toute la complexité du problème. En effet, ces méthodes ne considèrent pas par exemple l’influence du mode d’ouverture de la cavité, le foisonnement du sol granulaire au droit de la cavité ou encore la distribution de charge sur le géosynthétique après ouverture de la cavité.La présente étude tente d’améliorer les méthodes de dimensionnement en analysant les mécanismes développés dans la plateforme granulaire renforcée sur la base d’une campagne expérimentale couplée à des modélisations numériques.Un dispositif expérimental a été développé pour simuler l’ouverture d’une cavité sous une plateforme renforcée par géosynthétique. Ce dispositif permet de simuler deux modes d’ouverture : une trappe qui s’abaisse ou une ouverture concentrique, pour différentes hauteurs de plateformes. Les mécanismes de renforcement sont étudiés en mesurant la déflexion du géosynthétique, le tassement en surface et la distribution de contrainte verticale qui s’applique du le géosynthétique. Un modèle numérique par éléments finis a été calibré sur les résultats expérimentaux puis utilisé pour analyser finement les mécanismes pour de nombreuses configurations.Cette étude expérimentale et numérique a permis d’améliorer la compréhension des mécanismes de transfert de charge et de foisonnement dans la zone effondrée et de valider expérimentalement l’influence du mode d’ouverture sur les mécanismes. Sur la base de ces résultats, des propositions sont formulées pour améliorer le dimensionnement des plateformes renforcées par géosynthétiques soumises à des effondrements localisés. / The progressive development of the territory leads to the exploitation of new areas, which are currently being abandoned because they come up risks to the safety of users. This is particularly the case for areas of potential collapse that are related to the presence of underground cavities. Among the many preventative solutions, geosynthetic reinforcement prevents localized collapse. This solution is widely used for both its economic and environmental benefits, as well as for its ease and speed of setting up. However, the existing design methods for granular platforms reinforced by geosynthetic are based on various simplifying assumptions and do not take the complexity of the problem into account. These methods do not consider, for example, the influence of how the cavity is opened, the expansion of granular soil above the cavity, or the stress distribution on the geosynthetic after opening the cavity.The present study tries to improve the design methods by analyzing mechanisms developed inside the reinforced granular platform on the basis of an experimental study coupled with numerical simulations.An experimental device was developed to simulate the opening of a cavity under a platform reinforced by geosynthetic. This device allows simulating two types of opening: a trapdoor or a concentric opening, for various heights of platforms. The mechanisms are studied by measuring the deflection of the geosynthetic, the settlement at the surface and the stress distribution applied of the geosynthetic. A finite element model was calibrated on the experimental results then used to analyze mechanisms finely for many configurations.This experimental and numerical study allows improving the understanding of the stress distribution, the soil expansion above the cavity and experimentally validated the influence of the opening mode on the mechanisms. Based on these results, proposals are formulated to improve the design of geosynthetic-reinforced platforms subject to localized collapse.
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Myopic and Farsighted Stability in Network Formation Games: An Experimental StudyTeteryatnikova, Mariya, Tremewan, James January 2019 (has links) (PDF)
We test the performance of myopic and farsighted stability concepts in a network formation experiment with a stream of payoffs and relatively unstructured link formation process. A subtle treatment variation demonstrates clearly the power of myopic stability concepts in precisely identifying the set of the most stable networks. However, we also find support for the predictions of farsighted concepts of stability, especially those that assume players' pessimism about the eventual outcome of a deviation. This is the first study to demonstrate that there exist environments where farsighted stability concepts identify empirically stable networks that are not identified by myopic concepts. Thus, myopic stability concepts are not necessarily sufficient to predict all stable outcomes in empirical applications.
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Longshore sediment transport rate calculated incorporating wave orbital velocity fluctuationsSmith, Ernest Ray 30 October 2006 (has links)
Laboratory experiments were performed to study and improve longshore sediment
transport rate predictions. Measured total longshore transport in the laboratory was
approximately three times greater for plunging breakers than spilling breakers. Three
distinct zones of longshore transport were observed across the surf zone: the incipient
breaker zone, inner surf zone, and swash zone. Transport at incipient breaking was
influenced by breaker type; inner surf zone transport was dominated by wave height,
independent of wave period; and swash zone transport was dependent on wave period.
Selected predictive formulas to compute total load and distributed load transport
were compared to laboratory and field data. Equations by Kamphuis (1991) and Madsen
et al. (2003) gave consistent total sediment transport estimates for both laboratory and
field data. Additionally, the CERC formula predicted measurements well if calibrated
and applied to similar breaker types. Each of the distributed load models had
shortcomings. The energetics model of Bodge and Dean (1987) was sensitive to
fluctuations in energy dissipation and often predicted transport peaks that were not
present in the data. The Watanabe (1992) equation, based on time-averaged bottom stress, predicted no transport at most laboratory locations. The Van Rijn (1993) model
was comprehensive and required hydrodynamic, bedform, and sediment data. The
model estimated the laboratory cross-shore distribution well, but greatly overestimated
field transport.
Seven models were developed in this study based on the principle that transported
sediment is mobilized by the total shear stress acting on the bottom and transported by
the current at that location. Shear stress, including the turbulent component, was
calculated from the wave orbital velocity. Models 1 through 3 gave good estimates of
the transport distribution, but underpredicted the transport peak near the plunging wave
breakpoint. A suspension term was included in Models 4 through 7, which improved
estimates near breaking for plunging breakers. Models 4, 5 and 7 also compared well to
the field measurements.
It was concluded that breaker type is an important variable in determining the
amount of transport that occurs at a location. Lastly, inclusion of the turbulent
component of the orbital velocity is vital in predictive sediment transport equations.
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Gradualism in Coordination and Trust BuildingYe, Maoliang 17 August 2012 (has links)
Coordination and cooperation on public projects, as well as trust among society members are important for economic, social and political activities. This dissertation presents essays on the role of gradualism - increasing the stakes of projects slowly over time rather than starting with large-stake projects immediately - in coordination and trust building under various settings. The first two essays are on simultaneous coordination games when there are multiple equilibria in the one-shot game; the third essay is on sequential trust games when the only subgame perfect equilibrium in the one-shot game predicts that no cooperation occurs at all. The first essay, One Step at A Time: Does Gradualism Build Coordination? (joint with Sam Asher, Lorenzo Casaburi, and Plamen Nikolov), uses a multiple-period binarychoice weakest-link coordination experiment and finds that gradualism leads to better coordination in high-stake projects. The findings point to a voluntary mechanism to promote coordination when the capacity to impose sanctions is limited. This second essay, Gradualism, Weakest Link and Information: Theory and Coordination Experiments, extends the first essay and compares the effects of gradualism under various information and payoff structures. It proposes a belief-based learning framework to explore why and when gradualism may help coordination. It compares the role of gradualism in two weakest-link games under two different information structures: a limited information structure when subjects are only informed whether all group members contribute, and a richer information structure when they are informed exactly how many group members contribute. It finds that richer information feedback facilitates later coordination for the big-bang approach when a group is close to success, thus shrinking the advantage of gradualism. Finally, in a third experiment it finds that allowing free riding worsens coordination in all treatments, and gradualism with imperfect monitoring does not perform better. The third essay, Does Gradualism Build Trust? Evidence from A Multi-round Experiment, examines the effect of gradualism in trust building using a multi-round binarychoice trust (investment) experiment. It finds that gradualism leads to higher trustworthiness at the beginning and higher subsequent trust. However, trustworthiness and trust for all treatments sharply decrease in the end; even gradualism cannot avoid this end-of-game effect.
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Three Essays on Laboratory and Field Experimental EconomicsGao, Guanlin 01 August 2015 (has links)
This dissertation explores what factors and institutions influence individual decision making and their economic impacts on the society, using approaches of laboratory and field experiments. The first essay addresses the effect of communication on cooperation. The second essay explores various types of public recognition, and their impacts on individual donation. The third essay studies how principals use their time in K-12 schools and the potential impact on student and school outcomes. The first essay employs a laboratory experiment including three factors in human interactions, a noisy environment, indefinite length of interactions, and various levels of communication, to study what factors make individuals more cooperative. Results show that subjects are less cooperative in a noisy environment, and communication via fixed messages is not a remedy for the low cooperation rate in this noisy environment. However, communication via free messages leads to more cooperations, and it maintains cooperation rate at a high level over time. The second essay is a joint work with Yefeng Chen, Haoran He, and Jun Luo. We conduct a field experiment to investigate how public recognition influences individual charitable giving. We design five treatments with distinct public recognition schemes and vary the timing when we offer opportunities of public recognition. Results show that both donation amount and participation rate are significantly higher when we mandate recognition. However, public recognition offered before donation crowds out small donations and thus lowers the participation rate. We claim that public recognition is a “double-edged sword” on individual charitable giving. The third essay is a joint work with Mary Mira. We conduct a principal motion study in Fulton County, Georgia and shadow 30 school principals from all levels of public K-12 schools for two work days. We link our observational data with student performance data from state-wide standard scores. Results show that principals’ time spend on building and maintaining school culture and school climate, as well as evaluating teachers and school staff are most positively related to student performance.
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