Master of Science / Department of Architectural Engineering and Construction Science / Fred L. Hasler / This paper presents the results of an experiment that was purposed with introducing the physical feasibility of a conceptual product that would mechanically reduce frictional resistance of schedule 40 PVC conduit elbows during the installation of large conductors. In the current construction industry, there is a well established and code driven convention for the construction of PVC conduit. For the installation of building service conductors, significant energy is required to pull conductors through the conduit. The service feed is the most expensive and restrictive pull on most projects strictly due the weight of the large conductors which are heavily resistant to deformation. The forces involved necessitate stringent requirements on maximum pull lengths and maximum degrees bent between pull boxes. Cost and risk of costly installation damage are also major characteristics of service feed pulls. The resistance to pulling and highest concentrations of internal forces throughout any conductor pull is located at the elbows or bends. This study is a scaled experimental-based initial establishment of expected evidence to support the feasibility of a product that would essentially reduce the required force to pull large conductors. This product is idealized as a factory PVC elbow that contains mechanical rollers along the inside face of the elbow where the conductors theoretically make the most contact during pulling. This product will ultimately be more expensive, but would be expected to benefit the project by reducing installation time, possibly reduce the number of pull boxes required, and reduce the risk of damaging conductors or conduits. The experiments described in this paper reflect a small-scale set that establishes trends of varying any one significant parameter for single conductor pulls through a single ninety-degree factory PVC elbow. While further research into multi-conductor feeders must be conducted in order to establish full justification for the product development was expected at the onset, the results of this study show that even further additional research must be conducted to resolve an ambiguity on which a definitive conclusion depends. Due to unforeseen or predicted parameters impacting the reduction of frictional resistance throughout the experimentation, the results both support and counter any benefit of applying mechanical means to reduce frictional resistance. The percentages of reduction range from -37% to +24% across the study’s results. The hypothesized sources of the ambiguity that counter expectations can only be verified by future studies. However, the evidence from this study can become definitively directional for the pursuit or lack there of for further investigating the benefits of the idealized product.

Cheap and reliable electricity is an essential stimulus for economic and social development. Currently fossil fuels are used for the majority of global electricity generation, but energy shortages and pressure on all industries to reduce CO2 emissions provide incentives for growing emphasis on the development of alternative energy-generation methods. Presently hydropower contributes about 17% of global energy generation, which is only a fraction of its total potential. In Africa only 5% of its estimated hydropower potential has been exploited, making it the most underdeveloped continent in terms of hydropower. An often overlooked source of hydropower energy is found in conduits, where pressure-reducing stations (PRSs) are installed to dissipate excess energy. The energy dissipated by these devices can instead be captured as hydroelectricity if turbines are installed in the conduits, either by replacing pressure-reducing valves (PRVs) with a turbine, or by installing the turbine in parallel with the PRV. An initial scoping investigation indicated that significant potential exists for small-scale hydropower installations in water-distribution systems in South Africa. Almost all of the country’s municipalities and water-supply utilities have pressure-dissipating stations in their water-distribution systems, where hydropower potential may exist. This dissertation reflects the development of a Conduit Hydropower Decision Support System (CHDSS), summarised in a series of flow diagrams that illustrate the developmental process (Figure i(a) provides an example). A Conduit Hydropower Development (CHD) Tool was developed to facilitate the calculation of necessary factors (the Phase 1 Economic Analysis is shown in Figure i(b)). The objective of this CHDSS was to assist municipalities and engineers in identifying conduit hydropower potential in South Africa and to provide proper guidance for the development of potential sites. / Dissertation (MEng)--University of Pretoria, 2013. / gm2014 / Civil Engineering / Unrestricted

Les silencieux à baffles parallèles sont largement utilisés dans les systèmes de chauffage, ventilation et climatisation (CVC) pour réduire le bruit généré par les sources aérauliques. Ces silencieux sont composés d'un certain nombre de baffles insérés dans un conduit de section rectangulaire. Chaque baffle est constitué d'un cadre métallique garni d'un matériau absorbant. Ce travail de thèse vise à analyser l'efficacité acoustique de ces silencieux afin d'en améliorer les performances en basses fréquences. Dans un premier temps, un modèle de propagation bidimensionnel à ``couches'' est développé afin de prédire les pertes par transmission pour une large variété de ce type de silencieux. Ce modèle multimodal repose principalement sur le calcul des modes acoustiques pour la pression moyenne dans chaque couche et a pour avantage de simplifier grandement la procédure de raccordement modal à l'interface entre deux domaines successifs. C'est un modèle facilement implémentable et approprié à des procédures d'optimisation de par sa rapidité et sa facilité de mise en données. Il a été validé expérimentalement lors de deux campagnes de mesure à des échelles réduite et réelle. Dans un second temps, le modèle développé est utilisé pour appréhender différentes pistes d'amélioration en basses fréquences et concevoir des solutions optimisées. Des premières pistes sont examinées dans le cas de silencieux standards concernant l'influence du nombre de baffles, de la symétrie et de la périodicité du silencieux sur le couplage modal et les performances acoustiques. Les autres pistes d'amélioration ainsi que les solutions optimisées ne figurent pas dans cette version pour des raisons de confidentialité. / Baffle-type silencers are widely used in the heating, ventilation and air conditioning (HVAC) systems of buildings to reduce noise being emitted from air-moving devices such as fans and air conditioners. These silencers generally consist of several baffles inserted in a duct with a rectangular cross section. Each baffle is made of sound absorbing material such as rockwool or glasswool. Usually, a metallic fairing is also placed at each end of the baffle. This thesis aims to analyze the effectiveness of these acoustic silencers to improve performance at low frequencies. First, a two-dimensional multimodal model is developed to predict the transmission loss for a wide variety of this type of silencer. The numerical model relies mainly on the computation of approximate acoustic modes for the mean pressure in each layer corresponding either to the airway or the baffle. The method offers the advantage that it greatly simplifies the mode matching procedure at the junction between successive domains and it can be used to tackle relatively complex geometrical configurations with the possibility of taking into account the presence of resistive screens between the porous baffle and the air domain. It is also an easy-to-implement and relatively inexpensive model suitable for optimization purposes. It has been experimentally validated in two measurement campaigns at reduced and actual scales. In a second step, the developed model is used to investigate different ways of improving performance at low frequencies. Suggested improvements are discussed in the case of standard silencers regarding the influence of the number of baffles, symmetry and periodicity of the silencer on the modal coupling and acoustic performance. For confidentiality reasons, other suggested improvements and optimized solutions are not included in this version.

京都大学 / 新制・課程博士 / 博士(医学) / 甲第23056号 / 医博第4683号 / 新制||医||1048(附属図書館) / 京都大学大学院医学研究科医学専攻 / (主査)教授 戸口田 淳也, 教授 森本 尚樹, 教授 伊佐 正 / 学位規則第4条第1項該当 / Doctor of Medical Science / Kyoto University / DFAM

While there has been a great deal of research on air entrainment at hydraulic jumps within closed conduits, very little of the research has specifically addressed size and temperature scale effects. Influences from jump location and changing length characteristics on air entrainment have also received little attention from past research. To determine the significance of size-scale effects of air entrained by hydraulic jumps in closed conduits, air flow measurements were taken in four different-sized circular pipe models with similar Froude numbers. Each of the pipe models sloped downward and created identical flow conditions that differed only in size. Additionally, specific measurements were taken in one of the pipe models with various water temperatures to identify any effects from changing fluid properties. To determine the significance of the effects of changed length characteristics on air demand, air flow measurements were taken with hydraulic jumps at multiple locations within a circular pipe with two different air release configurations at the end of the pipe. Results showed that air demand was not affected by the size of the model. All together, the data from four different pipe models show that size-scale effects of air entrained into hydraulic jumps within closed conduits are negligible. However, it was determined that air entrainment was significantly affected by the water temperature. Water at higher temperatures entrained much less air than water at lower temperatures. Hydraulic jump location results showed that for both configurations the percentage of air entrainment significantly increased as the hydraulic jump occurred near the point of air release downstream. As the jump occurred nearer to the end of the pipe, its length characteristics were shortened and air demand increased. However, jump location was only a significant factor until the jump occurred some distance upstream where the length characteristics were not affected. Upstream of this location the air demand was dependent only on the Froude number immediately upstream of the jump.

Introduction : Les conduits nerveux synthétiques représentent une alternative chirurgicale aux autogreffes dans la réparation des traumatismes aux nerfs périphériques. Afin d’améliorer la régénération nerveuse périphérique, plusieurs biomatériels, tels que la multicouche polyélectrolyte de soie (MPE), et modèles ont été étudiés. Dans le cadre de ma maitrise, nos objectifs de recherche sont d’établir si la MPE de soie permet d’améliorer la régénération nerveuse périphérique in vivo et si notre nouveau modèle de conduit (« jelly roll ») peut mener à une meilleure régénération du nerf sciatique chez le rat que le modèle de conduit creux. Méthodes : Dans cette étude, une technique chirurgicale in vivo de lacération et de réparation du nerf sciatique chez le rat fut utilisé. Cinq conditions expérimentales de conduits (autogreffe, conduit creux avec et sans MPE de soie et « jelly roll » avec et sans MPE de soie) furent implantées (n= 2 rats par condition). Après 4 semaines, les conduits furent récupérés et marqués par immunohistochimie avec le neurofilament et la protéine basique de la myéline (MBP). La performance de chaque conduit fut évaluée par sa capacité à supporter l’excroissance axonale à travers le long du conduit et à travers la largeur de ce dernier à divers endroits. Résultats : Chaque condition expérimentale a supporté une régénération axonale avec différents degrés de succès. Globalement, l’autogreffe a supporté une plus longue croissance de fibres. De plus, la surface de fibres obtenue était plus large que les autres conditions. Les conduits avec la MPE de soie ont eu une performance similaire à leurs homologues sans soie. De plus, le modèle de conduit creux a mené à une meilleure régénération axonale que le modèle du « jelly roll ». Conclusion : L’autogreffe demeure le meilleur conduit pour supporter la régénération nerveuse périphérique. Les conduits avec la MPE de soie peuvent supporter une régénération nerveuse similaire aux conduits sans soie tandis que le modèle de « jelly roll » a généré des performances inférieures au modèle de conduit creux. / Background: Synthetic nerve conduits constitute alternative surgical options to autografts in the repair of peripheral nerve injuries. Silk polyelectrolyte multilayer (PEM) as a biomaterial and novel conduit designs have been proposed to improve peripheral nerve regeneration. In my master’s project, my objective is to assess whether silk PEM can improve peripheral nerve regeneration in vivo and to assess whether our novel conduit design (“jelly roll”) can better support rat sciatic nerve regeneration than a hollow conduit design. Methods: In this study, an in vivo rat model of sciatic nerve laceration and repair was used. Five experimental conduit conditions (autograft, hollow conduit with and without silk PEM, and jelly roll with and without silk PEM) were implanted (n=2 rats per condition). After 4 weeks, the conduits were harvested and immuno-stained for neurofilament and myelin basic protein (MBP). Conduit performance was assessed by its ability to support axonal outgrowth throughout the conduit’s length and at various locations along its width. Results: Each condition supported axonal regeneration at varying levels of success. Overall, the autograft group outperformed all other groups by supporting the longest and widest occupying regenerating fibers. Conduits with silk PEM performed similarly to conduits without silk PEM. In addition, the hollow conduit design demonstrated better regenerative outcomes than the jelly roll design. Conclusion: The autograft remains the superior conduit to support peripheral nerve regeneration. Conduits with silk PEM support nerve regeneration in the same capacity as non silk-coated conduits while the jelly roll design underperformed in comparison to the hollow conduit design.

In order to predict hydraulic jump characteristics for channel design, the jump height may be determined by calculating the subcritical sequent depth from momentum theory. In closed conduits, however, outlet submergence may fill the conduit entirely before the expected sequent depth is reached. This is called an incomplete or pressure jump (as opposed to a complete or free-surface jump), because pressure flow conditions prevail downstream. Since the momentum equation involves terms for the top width, area, and centroid of flow, the subcritical sequent depth is a function of the conduit shape in addition to the upstream depth and Froude number. This paper reviews momentum theory as applicable to closed-conduit hydraulic jumps and presents general solutions to the sequent depth problem for four commonly-shaped conduits: rectangular, circular, elliptical, and pipe arch. It also provides a numerical solution for conduits of any shape, as defined by the user. The solutions conservatively assume that the conduits are prismatic, horizontal, and frictionless within the jump length; that the pressure is hydrostatic and the velocity is uniform at each end of the jump; and that the effects of air entrainment and viscosity are negligible. The implications of these assumptions are briefly discussed. It was found that these solutions may be applied successfully to determine the subcritical sequent depth for hydraulic jumps in closed conduits of any shape or size. In practice, this may be used to quantify jump size, location, and energy dissipation.

Groundwater quality in karst systems is difficult to monitor because the extreme heterogeneity within the recharge area and complex subsurface flow network makes flowpaths and travel rates difficult to predict. Understanding how flowpaths vary during storm events is important because water transmitted through conduit flowpaths can travel fast, may come from long distances, and has little filtration of contaminants. The hypothesis tested in this project is that ion ratios in spring discharge will show the timing of changes from diffuse to quick flow depending on storm intensity and antecedent conditions and provide more detail than total ion conductivity. Cedar Run Spring is located in the Cumberland Valley of south-central Pennsylvania. The valley is part of the larger Great Valley Section and is composed of Cambro-Ordovician aged carbonate units, collectively known as the Cumberland Valley Sequence. Initial background monitoring with data loggers and monthly samples indicated that Cedar Run Spring had a conduit component within the flow network. An automated stormwater sampler was installed at the spring and collected twenty-four water samples for major-ion analysis. Storm-intensity conditions ranged from high to low for the four storm events collected. In addition, the antecedent conditions varied from wet to dry. The Mg/Ca ratio characterizes the flowpath through which the water moves. A higher ratio indicates more diffuse flow because slower flow paths are needed to dissolve dolomite (which contains Mg), while a lower ratio indicates more conduit flow because calcite (Ca dominant) dissolves more readily. Hysteresis loops of conductivity versus discharge rotated counterclockwise because conductivity decreased on the rising limb of storm response, followed by an increase on the falling limb for all but the winter storm, which was influenced by road salt. In contrast, hysteresis loops for Mg/Ca versus discharge rotated in a clockwise direction for all but one of the storm events because of an increase in Mg/Ca that indicated a flush of older matrix water. The storm event that did not display in initial increase in Mg/Ca was apparently flushed by a recent previous storm event. Mg/Ca hysteresis for the storm events that were diffuse displayed several sharp increases and decrease in addition to several smaller hysteresis loops in response to multiple slugs of recharge water. These variations were not indicated in overall conductivity. High intensity events displayed a quick switch in flowpaths, as indicated by the increase in Mg/Ca early on the rising limb, and a single hysteresis loop. The rapid change in Mg/Ca suggested that during storm events water was able to enter the karst system through sinkholes, then activated flowpaths with older matrix water. Mg/Ca proved to be better at tracking the variability in flowpaths during storm events than the overall conductivity, because Mg/Ca is directly related to water-rock interactions. / Geology

Karst aquifers are dynamic hydrologic systems which are sensitive to short-term recharge events (storms) and heterogeneous recharge characteristics (point recharge at sinks, irregular soil thicknesses). These aquifers are highly productive yet also vulnerable to contamination, in large part because the conduit network is a significant unknown for predicting karst flow paths. To address these uncertainties, two adjacent karst springs, Tippery Spring and Near Tippery Spring, were monitored to better understand flow and source mixing characteristics. The two springs in central Pennsylvania’s Nittany Valley have similar discharges and are only 65 meters apart, yet they show unique behaviors in terms of water chemistry and discharge response to storms. First examined for flow characterization in 1971 by Shuster and White, the springs were analyzed in this study using high-resolution logging and new tracers such as rare earth element (REEs) and Ca/Zr ratios. This research contributes to the field of karst hydrology through innovative water sampling and monitoring techniques to investigate karst recharge and flow behavior along with conduit flow models incorporating multiple calibration target datasets such as water temperature and dye tracing. Stable isotope signatures (δD & δ18O) of storm water samples at the two springs varied based on storm intensity, but also due to their unique recharge behaviors. Increased spring discharge preceded the arrival of storm water as conduits were purged of pre-storm water, indicated by no change in isotopic composition on the rising limb. The isotopic signature then became progressively more enriched at both springs, indicating storm water recharge. At Tippery, this enrichment began around peak flow, sooner than at Near Tippery where enrichment began during the descending limb. Thus, isotopes indicated a stronger surface connection at Tippery Spring. Storm intensity also affected the relative contribution of recharging water reaching both springs, with a larger storm producing a larger recharge signature compared to a smaller storm. At Tippery Spring, for a short time the majority of emerging water was storm water, which may indicate a reversal in water exchange between the conduits and the surrounding matrix, an important consideration in karst contaminant transport. Two natural tracers were applied in new ways for this study: Ca/Zr ratios and REE patterns. Both tracers provided additional information about flow paths and recharge sources as they varied during the storm hydrograph. Ca/Zr ratios changed in timing and intensity with storm intensity, and both springs exhibited a decline in Ca/Zr ratios as calcium-rich carbonate matrix water was displaced by zirconium-rich storm recharge water from sinking streams off the clastic upland ridges. Being a storm water arrival indicator in clastic-ridge-fed Valley and Ridge springs, this relationship made Ca/Zr ratios a useful substitute for stable water isotopes while also providing information on source area. In response to storm water recharge, REE concentrations increased with the arrival of storm water. The timing and magnitude of concentration increases were influenced both by the degree of surface connectivity intrinsic to each spring and the intensity of the recharge event. Elevated REE concentrations persisted after other parameters recovered to pre-storm levels, suggesting water which has interacted with either the local carbonate matrix or the upland siliciclastics. These slower flow paths recharging the two springs were not apparent from other geochemical parameters. This study illustrated the relationships among multiple tracers to understand source waters in different periods of storm hydrographs. A flow and transport model using the Finite Element Subsurface Flow Model (FEFLOW) was calibrated using quantitative dye trace and high resolution temperature data to simulate the connection between a sinking stream and Tippery Spring. Dye was injected at the sink and monitored at the spring while temperature data was collected using loggers at both the sink and the spring. FEFLOW was used to simulate the connection between sink and spring through varying conduit geometries, sink and spring discharges, conduit conductivity, conduit cross-sectional area, matrix transmissivity, matrix porosity, and dispersivity. Single conduit models reproduced larger peak and recession concentrations than observed. A forked conduit model diverted flow from the main conduit, reducing the concentration of dye reaching the spring, provided a better match. Latin Hypercube sensitivity analysis indicated that dye concentration breakthrough curves were most sensitive to conduit conductivity and less sensitive to other model parameters. Temperature data from high-resolution loggers at the sink and spring were then incorporated into the model scenarios to reproduce seasonal spring temperature using the conduit configuration fit to the dye trace. Simulated temperature signals at the spring were sensitive to parameters in addition to conduit conductivity, most notably matrix transmissivity and inflow rates at the sink. The dual approach to karst model calibration using a temperature model set up from an initial dye trace results in greater model confidence due to a limited possible range in conduit conductivity. This study improved conceptual and numerical models for karst by examining how data from storm events and tracers can be used to better understand recharge and flow paths. / Geoscience

A travers deux champs d'étude, nous nous intéressons au couplage mécanique entre le magma et l'encaissant, utilisant des méthodes numériques. Tout d'abord, nous étudions l'influence de perturbations de contraintes sur les réservoirs magmatiques, avec comme exemple deux volcans sous-glaciaires (Islande). Au volcan Grímsvötn, notre modèle montre que les vidanges, du lac sous-glaciaire (jökulhlaup) présent dans la caldera, peuvent déclencher une éruption comme ce fut le cas en 2004, en favorisant la rupture du réservoir magmatique. L'effet est cependant faible, ce qui implique que le système magmatique doit déjà être proche des conditions de rupture avant que le jökulhlaup se produise. Au volcan Katla, notre modèle indique que les conditions de rupture sont favorisées en été durant la fonte du glacier Mýrdalsjökull. Les changements de contrainte de Coulomb montrent aussi une plus forte probabilité de séismes durant la même période, résultats en accord avec la sismicité enregistrée sous le Mýrdalsjökull. Il existe une modulation à la fois de l'activité volcanique et sismique au Katla, en relation avec la variation saisonnière de la charge glaciaire. Dans un second temps, nous travaillons sur les écoulements de magma dans les conduits andésitiques. Améliorer nos connaissances sur la dynamique du magma durant son ascension est nécessaire, car les processus dans le conduit volcanique semblent gouverner l'évolution de l'activité éruptive de ces volcans. Des précédents modèles ont montré que la viscosité du magma augmente dans la partie supérieure du conduit lors de l'écoulement, ce qui cause la formation d'un plug visqueux. Mais la relation entre la mise en place du plug et les signaux précurseurs, telles que la déformation ou la sismicité, n'est pas totalement établie. A partir de nos modèles de plug, nous trouvons que les déplacements de surface sont contrôlés par la géométrie du conduit et du plug ainsi que le contraste de viscosité entre le plug et la colonne de magma. Nous montrons que l'évolution de la taille du plug est une hypothèse possible pour expliquer les rapides transitions inflation/subsidence observées à la surface des volcans andésitiques. / Through two different applications, we focus on the mechanical coupling between magma and host rocks, using numerical method. First, we study the influence of stress perturbations on shallow magma chambers, with the exemple of two subglacial volcanoes (Iceland). A variation in the stress field acts to modify the magma pressure within the reservoir as well as the failure conditions to initiate an intrusion at the reservoir wall. At Grímsvötn volcano, subglacial lake discharges (so-called "jökulhlaup") often occur in relation to eruptions. Our models show that jökulhlaup promote the failure of the magma reservoir and thus trigger eruptions, as observed for 2004 eruption. The triggering effect is small, so magmatic system must be already pressurized and close to failure before the discharge of the lake occurs. At Katla volcano, our models indicate that reservoir failure is highest in summer period when the ice load at Mýrdalsjökull icecap is reduced. Coulomb stress calculation predicts also an increase of earthquake occurrence at the caldera rim at the same time. A seasonal modulation of volcanic and seismic activity at Katla related to the loading/unloading of the icecap can exist. Secondly, we focus on magma conduit flow for andesitic volcanoes. Improving our knowledge of magma dynamic during ascent is a challenge, because processes occurring in the conduit seem to govern the temporal evolution of eruptive activity. Previous models showed that magma viscosity increases during flow in the upper part of the conduit, which causes the emplacement of a viscous plug. But the relationship between the plug emplacement and precursors signals, such as ground deformation or seismicity, is not yet fully described. From our plug flow model, we find that surface deformation is mainly controlled by the geometry of the conduit, the ratio between the plug length and the total conduit length and the viscosity contrast between the plug and the magma column. We show that the evolution of the plug size is a possible explanation for rapid transition between ground inflation and ground subsidence observed on andesitic volcanoes before extrusion.