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1

Khodier, Mohanad A. "Weir-Baffled Culvert Hydrodynamics Evaluation for Fish Passage Using Particle Image Velocimetry and Computational Fluid Dynamic Techniques." DigitalCommons@USU, 2014. https://digitalcommons.usu.edu/etd/3078.

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Due to a recent increase in environmental awareness regarding fish passage through hydraulic constructions including culverts, an evaluation for the passage of wild brown trout through a weir-baffled prototype-scale culvert was performed under a variety of culvert slopes and discharge conditions. The influence of the sample fish population and the length of the individual fish on passage rates were investigated; the data showed that the brown trout fish passage sample size evaluated in this study (25 per test) was sufficiently large to minimize sample size dependency. Fish behavior while traversing the culvert was observed and reported, including resting/staging zone locations. Turbulent flow through weir baffled-culvert was also simulated numerically using three-dimensional numerical model employing the (k- �) model, Renormalized Group k-� model (RNG), and Large Eddy Simulation (LES) model. Experimental data measured with the Particle Image Velocimetry (PIV) were used to assess the accuracy and the applicability of these turbulence models in predicting the turbulent flow characteristics of the flow through a weir-baffled culvert at different spatial locations inside the culvert for variety of culvert slopes and flow rates. The influence of flow rates and culvert slopes on the forward velocities and reverse velocities was evaluated. It was noted that the influence of the flow rates on the flow velocities depends on the culvert slopes. Turbulent kinetic energy and flow direction effects on flow characteristic were also evaluated. Validation of Manning’s equation and Manning’s roughness coefficient for the tested culvert were reported.
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2

Kluka, Ladislav. "Konstrukce hydraulické ohýbačky ocelových profilů." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2010. http://www.nusl.cz/ntk/nusl-229274.

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This master’s thesis deals with design of a hydraulics bending machine. Bending machine will be used primarily for bending reinforcement bars in the shape of stapes. It consists of bending, sliding and chute system, which are located in the machine frame. Drive of each system is provided by a rotary and two linear hydraulic motors. Then there is described a hydraulic system and selection of its most important parts. Work is supplemented by visual documentation in the form of images of individual systems were processed in a CAD system Inventor 2010
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3

Janebrink, Niklas. "Construction of tilt table with high loads : A construction with complete hydraulic system." Thesis, Karlstads universitet, Avdelningen för maskin- och materialteknik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-33155.

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At Uddeholm AB, they today use two overhead cranes with chains to move and tilt steel sheets for visual inspection of surface defects. The tilting is done to give the operator a better view of these defects using reflection of light. The problem with this approach is that it is combined with danger of life with hanging load, in case a chain breaks. Therefore Uddeholm AB would like to develop a tilt table that can be mounted on their lift table they use today. To solve this problem, 5 concepts was developed using a product development process. The chosen concept was further developed into a product that met the defined load case to tilt the sheets, weighing up to 20 tonnes, 55 degrees. The design that was selected use two points of rotation and is driven by three hydraulic cylinders. The structure has been calculated by hand and with the structural mechanics software Ansys. To tilt the table a complete hydraulic system was developed and dimensioned. The hydraulic system has been calculated by hand and simulated by a computer program called Hopsan developed at Linköping University.
På Uddeholm AB använder man idag två traverser med kedjor för att flytta och tilta stålplåtar för syning av ytdefekter. Tiltningen sker för att operatören lättare ska kunna se dessa defekter med hjälp av ljusreflektioner. Problemet med detta arbetssätt är att det är förenat med fara för liv med hängade last då en kedja skulle kunna gå av. Därför vill Uddeholm AB ha hjälp att utveckla ett tiltbord som kan monteras på deras lyftbord som används idag. I detta arbete togs det fram 5 koncept med hjälp av en produktutvecklingsprocess för att lösa problemet. Ett koncept valdes som utvecklades till en produkt som klarar det definierade lastfallet att tilta plåtar som väger upp till 20 ton 55 grader. Den valda designen som valdes använder två rotationspunkter och drivs av 3 hydraulcylindrar. Konstruktionen beräknades för hand och med strukturmekanikprogrammet Ansys. För att driva konstruktionen utvecklades och dimensionerades även ett komplett hydraulsystem. Hydraulsystemet har beräknats för hand och simulerats av ett datorprogram som kallas för Hopsan som utvecklats vid Linköpings universitet.
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4

Edwards, Andrew J. "Properties of hydraulic and non-hydraulic limes for use in construction." Thesis, Edinburgh Napier University, 2005. http://researchrepository.napier.ac.uk/Output/6884.

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The term "lime" comes from the word limestone. Limestone rocks were converted to lime powder by burning (calcining). The process of converting limestone to lime was an old process and it has been well documented, archaeologically. It has been established that the production of lime is the oldest industrial process can"ied out by humankind, dating back thousands of years. In fact, 3650 years ago Moses instructed the people of Israel, after they crossed the Jordan River, to set up large stones and whitewash them with lime and write the laws of God in lime. Lime was the most commonly used cementatious binder until about a century ago, when its use started to decline. It was replaced by Portland cement, a material essentially developed for structural purposes in the era of the industrial revolution. Portland cement has certain advantages over lime. The material develops strength and hardens faster for work to be carried out at a greater pace with better quality control and agreed standards. It has now become the dominant cementitious binder, part of it due to aggressive marketing of the material by the manufacturers. The use of Portland cement in the restoration and conservation of old buildings and structures in the UK over the past few years has resulted in a series of problems and cost millions of Pounds to eradicate. The decline in the use of lime in many countries has not only caused a diminution of its production, but has also contributed to a gradual disappearance of the traditional skills required both to produce a high quality product and to use it in construction. Therefore it is necessary to reintroduce and revive the old tradition of using lime by providing more information about its production and use. At present there are no comprehensive standards or code of practices, British or European to aid engineers and contractors in the use of hydraulic and non hydraulic limes in construction. BS EN 459 (2001) gives guidance on the chemical and physical properties of limes but it does not provide vital information about lime-based mortars e.g. mix proportions, mixing process, bond with masonry units, curing methods and all other necessary aspects to assess in the use of the material in construction. At present it is very easy for engineers, contractors and consultants to misuse lime mortars in new construction or in restoration and conservation of old buildings. Part of the decline in production of lime and reluctance of use in construction is due to the lack of understanding of the material properties and its performance in structures. Therefore it is necessary to examine and revive the old tradition in using lime mortars in construction and look at the new technologies used presently in the production process in order to provide the necessary background and information to aid the use of the material The present study provides a literature review, test results, discussions, conclusions and background information to set up standards in the production and use of hydraulic and non-hydraulic limes and their mortars in the construction of new buildings and the restoration and conservation of old buildings. Hydraulic and non-hydraulic limes have an excellent track record in buildings through history but their use in the UK was missed for some thirty years or more. Part of the reason for undertaking this research programme was to examine the properties of pre-packaged hydraulic limes available in the market at present. The properties of limes vary considerably dependent on the raw materials, composition and manufacturing process. The results of this study showed that there was a great variation in the properties and performance of limes and their mortars. The results also showed that the properties of lime mortar improved by adding different percentages of POliland cement. The research examined the effect of sand grading on the lime mortars compreSSIve, splitting and brick/mortar bond strength. The thesis also investigated the effects of using different casting moulds and curing methods on mortar strength. The results showed that the porosity of lime mortar was one of the reasons it was a success in the past and why it was so important nowadays to use it in the restoration and conservation of historic buildings.
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5

Inderelst, Martin, David Prust, and Michael Siegmund. "Electro-hydraulic SWOT-analysis on electro-hydraulic drives in construction machinery." Technische Universität Dresden, 2020. https://tud.qucosa.de/id/qucosa%3A71235.

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This paper discusses the potential of centralized or decentralized electro-hydraulic (EH)-drives in comparison to conventional hydraulic systems. The systems are presented in diagrams covering the major electric and hydraulic components for an exemplary application, but also include specific technical data like the sizing of the components according to power, pressure, rotational speeds etc. In a second step, all systems are compared and evaluated based on criteria like design effort, energy saving potential, controllability, and servicing and maintenance of the machine. The resulting effects on fuel consumption are summarized as well. Finally, an evaluation of the potential of EH-drives in construction machinery and a derivation of the demands for future customization of electro-hydraulic linear drives is given on the basis of a SWOT-analysis from the point of view of a construction machinery OEM.
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Roupec, Michal. "Konstrukční návrh jednoúčelového stroje na lisování valivých ložisek do kladkovnic." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2013. http://www.nusl.cz/ntk/nusl-230542.

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Purpose of this thesis is to make constructional modification of single-purpose pressing machine for Huisman Konstrukce, s.r.o. company. Present machine is non-operational and not enough powerful for present requests of workshop. Intended modifications are to describe present condition of machine, find present requirements and design simple modifications. All modifications are checked by calculations and sketched in shop drawings. There were also made alternative options of modification to show machine more versatile and automatic.
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Mankour, Yasmina. "Durabilité des digues fluviales : une réflexion inspirée des digues de Loire." Thesis, Paris Est, 2019. http://www.theses.fr/2019PESC2082.

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Évaluer la durabilité des digues fluviales en terre, correspond à estimer la durée d’usage d'un ouvrage dans son environnement. Nous avons tenté de répondre à deux questions scientifiques alimentant cette réflexion, qui sont : (1) caractériser l’effet de l’environnement météorologique sur les digues et (2) caractériser ses conséquences sur la performance en perméabilité. La première partie du travail réalisé a confirmé l’existence d’un zonage au sein des ouvrages en terre. Le zonage résulte des interactions des sols avec l’atmosphère et la météorologie du site. Sa description a été basée sur l’analyse d’un ouvrage en terre instrumenté situé à Héricourt (Haute-Saône) près de Belfort, et a été confirmée par l’analyse géotechnique d’une digue ancienne située à La Ville-aux-Dames (Indre-et-Loire) près de Tours. La météorologie des sites, alternant période sèche et humide, influence le comportement des talus, des plateformes et du cœur des digues, avec des intensités et des conséquences variables sur leurs performances. Une digue dans le Sud de la France vieillira différemment d’une digue dans le Nord. Une carte de localisation des secteurs d’égales sollicitations hydriques sur un ouvrage en terre, est proposée à partir des indicateurs de Thornthwaite. La deuxième partie a étudié plus finement l’effet des cycles hydriques sur des matériaux de digues compactés. Des échantillons observés au tomographe à Rayon X et en porosimétrie mercure, ont montré l’importance de ces cycles sur la microstructure. La caractérisation menée en parallèle par la mesure de la perméabilité sur des échantillons ayant subi le même nombre de cycles, montre que la performance se dégrade progressivement. Ces observations couplées ont été traduite en courbes de dégradation valables pour des matériaux compactés en talus de digue : elles traduisent l’idée d’un décompactage progressif des matériaux sous l’effet des cycles hydriques caractéristiques de la météorologie des sites. Ces mesures de perméabilité ont été utilisées pour simuler le vieillissement d’une portion de digue à La Ville-aux-Dames grâce à des calculs numériques réalisés avec Géostudio (Slope/W et Seep/W). Des recommandations concrètes en matière de gestion des digues à partir des concepts de durabilité sont proposées. La méthode déclinée intègre des éléments issus de ce travail
The durability of earthen river levees is assessed by estimating the time a structure will be able to protect against flooding events in a specific environment. We have tried in this work to answer two scientific questions: (1) which are the effects of the meteorological environment on the dikes and (2) what are the consequences on hydraulic conductivity performance ? The first part of the work confirmed the existence of specific zoning in the earthworks through monitoring. Zoning results from soil interactions with the atmosphere and meteorology of the site. Its description has been based on the analysis of an instrumented earth structure located in Héricourt (Haute-Saône) near Belfort, and confirmed by the geotechnical analysis of an old dike located in La Ville-aux-Dames (Indre-et-Loire) near Tours. The meteorology of the sites, alternating dry and wet periods, influences the behavior of the slopes, the platform and the core of the levee. In each zone, the intensity of the meteorological effects varies and influences their performance. Different marks of deterioration will appear in a levee in the South of France than in the North. A map of the geographic location of equal water stress for earthen structure in France, is proposed, based on Thornthwaite indicators. The second part examined more closely the effect of water cycles on compacted soils extract from the La Ville-aux-Dames levee. Samples observed on X-ray tomography and mercury porosimetry, showed the importance of these cycles on the microstructure. In the same time, measurements of hydraulic conductivity on samples having undergone the same number of cycles, showed that performance is gradually deteriorating. These coupled observations have been translated into degradation curves for compacted materials on earthen slopes : they reflect the idea of a progressive decompaction of the materials under water cycles effect, which are a characteristic of site meteorology. The laboratory results were used to simulate the aging of a portion of La Ville-aux-Dames using Geostudio (Slope/W and Seep/W) numerical calculations. Recommendations for levees management, based on sustainability concepts are proposed at the end of this work. They declined methods and new axes for applied researches
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8

Davis, Alastair C. "The hydraulic efficiency of road drainage gratings." Thesis, Oxford Brookes University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.389107.

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9

Sepehri, Nariman. "Dynamic simulation and control of teleoperated heavy-duty hydraulic manipulators." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30846.

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Some relevant aspects of dynamics and control of heavy-duty hydraulic machines in a teleoperated mode were investigated. These machines, such as excavators and forest harvesters, are mostly used in primary industries. They have a manipulator-like structure with a nonlinear and coupled actuating system. The aim of the project is to investigate different approaches towards converting such machines, with minimum changes, into task-oriented human-supervisory control systems. This provides the opportunity to use both human supervision and robotic power in hazardous environments and for tasks for which human decision is necessary. A methodology was developed for fast and accurate simulations. Analytical, steady-state and numerical techniques were combined using Large-Scale Systems analysis. The inclusion of nonlinearities in the form of discontinuities (e.g., gear backlash and stick-slip friction) in the model was investigated. Numerical simplifications of the structural dynamics and alternative solutions for the hydraulic part were also studied. The model describing the performance of the machine has been written in ACSL (Advanced Continuous Simulation Language) on a VAX computer system. A modified version of the program is at present running close to real-time on a single processor in conjunction with high speed graphics in a manner similar to a flight simulator used for human interface studies and training. The model also evaluates the performance of the machine in a teleoperated mode and under different control strategies. As a result a velocity control algorithm has been developed which is applied in conjunction with the closed-loop components for teleoperation of heavy-duty hydraulic machines; it is basically a feedforward compensation which uses the measured hydraulic line pressures along with fluid-flow equations as criteria to control the joint velocities as well as to uncouple the interconnected actuating system. The control algorithm has been written in C language and is running on an IRONICS computer system, interfaced between the human operator and the machine. The simulation results are supported by the experimental evidence. The experiments were performed on a Caterpillar 215B excavator. Improved operator safety, extension of human capability, job quality and productivity increase are the advantages of a successful implementation of robotic technology to these industrial machines.
Applied Science, Faculty of
Mechanical Engineering, Department of
Graduate
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10

Charbachi, Peter, and Filippo Ferrario. "Methods for Automatic Hydraulics Calibration in Construction Equipment." Thesis, Mälardalens högskola, Inbyggda system, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-40341.

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In this thesis we investigate the problem of automatic calibration and control of hydraulic components in the domain of construction equipment. Methods that are able to remove a costly manual approach in favour of an automatic one are investigated and evaluated. The thesis aims to investigate what methods are available in achieving this goal as well as evaluate the performance and applicability of such methods in the domain of construction equipment. The literature indicates that a great focus is put on learning a model of the plant at run time in order to provide accurate control. Common approaches to the problem are the Recursive Least Square method and PID controllers for non-linear systems, but other methods are also present, such as the Nodal Link Perceptron Network (NLPN). The methods chosen to be compared are the existing method of manually calibrating two set points for start and end current and interpolating between them; the use of a PI controller with a static line inverse model; a PI controller with a static curve inverse model; a PI controller with an NLPN adaptive inverse model and lastly, a completely NLPN based control strategy. The methods were implemented in Matlab Simulink and evaluated in simulations based on data collected from real wheel loaders in the construction equipment domain, produced by Volvo CE. The simulations are performed on data from three machines and were evaluated twice for the adaptive methods in order to evaluate how well the methods improved. The results were then evaluated in terms of average absolute error, as well as a discussion of the behaviour shown in the plots. The evaluations indicate that the most effective method for control is the PI controller using a static line inverse model. The method produces the smallest average error of both actions evaluated, lifting and lowering of the boom, while the complete NLPN solution provide the worst results.
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Egüz, Izzettin Osman. "Hydraulic press construction for fitting the bearings to the housing." Thesis, Växjö University, School of Technology and Design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2125.

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This report was written as a result of a Bachelor Degree Project, together with Swepart Transmission AB. The report contains the construction of a hydraulic press for the assembly operation.

The project started with a new construction of a hydraulic press for the bearings’ assembly. The goal within the thesis work was to fit the three bearings to the housing by only one press motion. This operation should be very safety because of the sensitive tolerance at the bearings and housing. Construction of the cylinders, rams and bolster were the most important parts at this project because this parts’ functions are very important for this assembly.

The next step of this thesis was to calculate the hydraulic press components’ parameters and then choose the suitable components. The focus was to choose more useful and reliable components.

The hydraulic press was modeled in the CAD program Solid Works and 2D technical drawing was drawn in the Autocad. The frame material was chosen and the frame was analysised in the Solid Works.

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12

Xhafa, Azdren, and Rezgar Kalifa. "Produktutveckling av gripdon." Thesis, Örebro universitet, Institutionen för naturvetenskap och teknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-48180.

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Examensarbetet presenterar produktutveckling av gripdon åt uppdragsgivaren Meritor HVS AB. För att få en bra förståelse av hur ett gripdon fungerar så har författarna beskrivit hur robotar hanterar gripdon. Uppdragstagaren har fått som uppdrag att utveckla ett gripdon då det befintliga gripdonet har vissa brister. Man ställs dagligen inför nya förbättringar, tekniken utvecklas fort och man strävar därför både som företagare och konstruktör mot ständiga förbättringar. En grov nulägesanalys genomfördes i inledningsfasen av arbetet för att få en helhetsförståelse av processen som gripdonen utför för att utifrån det sedan kunna jobba vidare för att utveckla ett gripdon som klarar av alla varianter av råämne som företaget arbetar med.  Då en intern benchmarking gjordes i företaget lades stor vikt på att utveckla ett nytt gripdon som kunde hantera alla varianter av kronhjulsämne som företaget ska hantera. Fördelarna blir då att man minskar ställtider på stationen samt att om nya råämne tillkommer så kommer gripdonet att kunna hantera även detta med utan att problem uppstår.  För att få fram hållbara koncept så genererade författarna först idéer med hjälp av en tankekarta för att få en bred vetskap om problemet och kunna inrikta sig på att få fram det bästa möjliga konceptet att arbeta med. För att bevisa att de framtagna koncepten kan hantera alla varianter av råämne så har författarna genomfört beräkningar som visar teoretiskt att konceptförslagen är hållbara. koncepterna som presenterats i projektet har gjorts av CAD- programmet Creo Parametric.  Resultatet av examensarbetet visar att konceptet med två parallella hydraulikcylindrar uppfyller kraven som författarna har ställts inför, och det har även visat en utvecklad produktframtagning som går att implementera i företaget.
The thesis presents the product of grippers for the client Meritor HVS AB. To get a good understanding of how a gripper works, the authors described how robots handling grippers. The contractor has been given the mandate to develop a gripper when the existing gripper has some shortcomings. It is daily facing new improvements, technology develops fast and the aim is therefore both business and designer for continuous improvement. A situation analysis conducted in the initial phase of our work was made to get an overall understanding of the process to be able to continue working to develop a gripper that can handle all varieties of raw material as the company works with. When an internal benchmarking was done in the company placed a strong emphasis on developing a new gripper that could handle all variants of the crown wheel substance that the company must manage. The benefits will then reducing setup time at the station and that of new raw material will then gripper to handle too with without problems. In order to produce a sustainable concept that generated the authors first ideas using a mind map to get a broad knowledge of the problem and to focus on getting the best possible concept to work with. To prove that the developed concepts can handle all varieties of raw material, the authors performed calculations showing that the theoretical concept proposals is sustainable. The concepts presented in the project has been done by the CAD program Creo Parametric. The results of the thesis show that the concept of two parallel hydraulic cylinders meets the requirements we had, and it has also shown a developed product realization that can be implemented in the company.
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Jackson, Frank. "Biodegradable hydraulic fluids : reducing oil-related pollution in the construction industry." Thesis, Nottingham Trent University, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.429424.

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14

Hodgkinson, Derek Anthony Martin. "Computer graphics applications in offshore hydrodynamics." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26705.

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The results of hydrodynamic analyses of two problems involving offshore structures are displayed graphically. This form of presentation of the results and the liberal use of colour have been found to significantly help the ease in which the results are interpreted. For the transformation of waves around an artificial island, a time history of the evolution of the regular, unidirectional wave field around an artificial island is obtained. Through the use of colour, regions in which wave breaking occurs have been clearly defined. The numerical technique used is based on the finite element method using eight noded isoparametric elements. The determination of the transformed wave field takes wave breaking, wave refraction, diffraction, reflection and shoaling into account. The graphical display is achieved by using a plotting program developed for the output of finite element analyses. The motions of a semi-submersible rig are computed from the RAO curves of the rig, used to obtain its' small response in a random sea. The numerical technique used in the analysis assumes that the vertical members are slender and may be analysed using the Morison equation whereas the hulls are treated as large members which are discretised and analysed using diffraction theory. The discretisation of the cylinders and hulls together with the time history of the rig's motions are displayed graphically. Once again, the graphical display is plotted using a program developed for the output of finite element analyses for four noded elements. In this case, a finite element technique has not been employed but the results were ordered to act as though this is the case. The slender members (cylinders) and large members (hulls) are clearly distinguishable by using different colours. The elements used in the analysis are also clearly shown. The VAX 11/730 system was used to obtain the results shown. A video tape, using the results of a time stepping procedure, was made by successively recording the hardcopies produced by the VAX printer. The time stepping could also be seen, in real time, on the IRIS.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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15

Boulineau, Sheryl Taillon. "East Lake Meadows : hydrologic strategies for architecture." Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/23366.

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16

Bester, J. W. "Steps as hydraulic roughness elements in segmentally lined tunnels." Thesis, Stellenbosch : Stellenbosch University, 2002. http://hdl.handle.net/10019.1/53062.

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Thesis (MEng)--University of Stellenbosch, 2002.
ENGLISH ABSTRACT: Segmentally lined tunnels are increasingly being built to transfer water from one water scheme to another. The segments that line such tunnels are often in the form of pre-cast concrete sections, which are placed around the perimeter of the tunnel. As these tunnels are very expensive to construct, it is imperative that their hydraulic capacities can be calculated accurately. Even a slight variation in the design diameter has a significant effect on the cost of the tunnel. Due to the construction method involved, alternative segments are not always properly aligned. This creates roughness elements in the tunnel commonly known as steps. These steps occur randomly and vary in size. Since the steps lead to increased roughness and thus decrease the hydraulic capacity of the tunnel, it is essential that this effect be allowed for in the design of the tunnel. A hydraulic model was used to determine the contribution of steps to the hydraulic roughness, according to step size and frequency of steps.
AFRIKAANSE OPSOMMING: Tonnels word al hoe meer gebou om water tussen waterskemas te vervoer. Die voering van sulke tunnels word dikwels saamgestel uit voorafvervaardigde beton panele wat geplaas word om 'n huls langs die omtrek van die tonnel te vorm. Aangesien hierdie tonnels geweldig duur is om te bou, is dit uiters noodsaaklik dat die hidrouliese kapasiteit van 'n tonnel akkuraat bereken kan word. 'n Klein variasie in die diameter van die tonnel het 'n betekenisvolle effek op die koste daarvan. Die konstruksiemetode van sulke tonnels veroorsaak dat opeenvolgende panele nie altyd presies oplyn nie. Sulke afwykings in die belyning van die tonnelpanele veroorsaak klein trappies, wat bydra tot die ruheid in die tonne I en sodoende die kapasiteit daarvan laat afneem. Die afwykings varieer in grootte en kom in geen spesifieke patroon voor nie. 'n Modelstudie is uitgevoer om die bydrae wat die afwykings in the belyning van die opeenvolgende ringe tot die hidrouliese weerstand maak, te bepaal.
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17

Salguero, C., C. Salguero, L. Castaneda, J. Rodríguez, and E. Carrera. "Eco-Concrete for Hydraulic Structures with Addition of Colloidal Nano-Silica." Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651739.

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In the construction of buildings and infrastructures, high resistance materials are used due to current design requirements, concrete being one of the main materials used in the execution of these projects whose cement content is limited to obtaining an economic concrete and of minimum retraction. This limitation requires the use of new additions such as Nano Silica (NS), which due to its nanometric structure is used as a partial replacement for cement, producing an increase in strength in concrete. The present investigation studies the partial replacement of the NS in the cement to determine its behavior in compressive strength, diametric compressive strength, water permeability coefficient. The results indicate that with an addition of 0.225% of NS the compressive strength and splitting tensile strength are increased and the water permeability coefficient decreases, all of them compared to a conventional concrete.
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Bambara, Gisèle. "Evaluation de la performance des ouvrages hydrauliques en remblai soumis à la présence de végétation arborescente." Thesis, Aix-Marseille, 2016. http://www.theses.fr/2016AIXM4301/document.

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L’évaluation de la performance des ouvrages hydrauliques en remblai est un enjeu majeur pour les gestionnaires en charge de leur sécurité. Qu'il s'agisse de digues ou de barrages, la présence de végétation arborescente représente un facteur de fragilité important. Deux types de mécanismes de détérioration peuvent ainsi être initiés ou aggravés : l’érosion interne et l’érosion externe. Or, ce facteur n’a été pris en compte que partiellement dans les modèles d’évaluation existants. De plus, les petits barrages en remblai peuvent avoir des dispositifs d’étanchéité différents et ne sont pas toujours équipés de drains et d’instruments d’auscultation: il est alors nécessaire d’adapter les modèles à chaque cas. L’objectif de la thèse est de répondre à ces verrous scientifiques. Les résultats de nos recherches concernent l’établissement de modèles d’évaluation de la performance basés sur des approches à base de connaissances.La démarche a été appliquée sur des ouvrages réels : 3 tronçons de digues de protection contre les inondations ainsi que 7 barrages en remblai ce qui nous a permis de montrer sa pertinence et donc son potentiel d’utilisation opérationnelle
The performance assessment of embankment hydraulic works is a major challenge for managers in charge of their security. For both dikes and dams, the presence of trees represents an important fragility factor. Two types of deterioration mechanism can thus be initiated or aggravated: internal erosion or scouring. However, this factor has been taken only partially into account in existing assessment models. In addition, small embankment dams can have different sealing devices and are not always equipped with drains and monitoring instruments: it is thus necessary to customize the models in each case. The aim of the thesis was to remove these scientific obstacles. The results of our research concern the design of performance assessment models relying on knowledge-based approaches.The approach was implemented for real works: three sections of river dikes and seven small embankment dams which allowed us to show its relevance and therefore its operational potential
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19

Holmqvist, Andreas, and Stefan Larsson. "Konstruktionsprinciper för svetsad 25 MPa hydraulisk cylinder." Thesis, Linköping University, Department of Management and Engineering, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-9722.

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Utvecklingsavdelningen för hydraulcylindrar på Bosch Rexroth AB har identifierat ett marknadssegment för en lågpriscylinder som kan arbeta med högt tryck. Företaget har idag en lågpriscylinder på marknaden och vill vidareutveckla denna för att klara högre tryck. Detta examensarbete har utförts som en förstudie med syftet att presentera olika konstruktionslösningar av nuvarande cylinders ingående delar, för att erhålla de önskade egenskaperna. Arbetet började med att ingående bryta ner den nuvarande cylindern i mindre delar för analys. Det gjordes även en studie av konkurrenterna och vad deras sortiment har att erbjuda. I studien framkom att den sökta typen av cylinder redan idag finns på marknaden, vilket tyder på att efterfrågan finns samt att målet med utvecklingsprojektet inte är orealistiskt. När förståelsen av problembilden blivit klar kunde ett antal kritiska områden preciseras. För att få fler infallsvinklar om hur problemen kan behandlas, utfördes litteraturstudier. Litteraturstudierna resulterade i flera olika beräkningsteorier att använda. Teorierna utvärderades och applicerades sedan på de kritiska områdena. Ett flertal koncept att lösa problemen genererades fram och utvärderades mot de konstruktionskriterier som tidigt i utvecklingsarbetet hade identifierats. Trovärdigheten i de beräknade koncepten granskades sedan med hjälp av praktiska tester i företagets laboratorium. Slutligen kunde rekommenderade lösningar till företaget presenteras. Beräkningarna visar att förändringar behöver göras i cylindern. Godstjockleken i cylinderröret bör ökas för att klara det högre trycket. Även dimensionerna i framgavel och i bakgavel ökas för att erhålla en mer robust cylinder. Gängförband mellan kolv och kolvstång modifieras för att motstå den ökade spänningen som uppstår på grund av högre tryck. För att säkerställa att modifieringarna är tillräckliga måste fler prover utföras.

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20

Heybroek, Kim. "Saving Energy in Construction Machinery using Displacement Control Hydraulics : Concept Realization and Validation." Licentiate thesis, Linköping University, Linköping University, The Institute of Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-15588.

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In the sector of mobile hydraulics, valve controlled systems are predominant. In these systems the load force and speed are adjusted by control valves. In machines where multiple drives are used in parallel at extremely varying loads the energy efficiency of such systems is often compromised over large working regions. Most valve controlled systems also lack the possibility to recuperate potential energy.

A different category of hydraulic systems, called displacement controlled hydraulics are based on the manipulation of the hydraulic flow using the relative displacement of the hydraulic machines as the final control element. This type of hydrostatic power transfer, yields a resistance free velocity control, ideally leading to lossless load actuation.

This thesis concerns the introduction of a new type of displacement controlled hydraulic system, adapted for construction machinery. The system decouples the hydraulic functions using one dedicated hydraulic machine for each drive. These machines are of open circuit type, capable of over center operation which enables energy recuperation. The system also comprises four separate valves that by means of switching allow the cylinder to be controlled over all four load quadrants. Depending on the selected valve hardware, the system may also include features available in a conventional valve controlled system, such as meter-out flow control. The system supports both symmetrical and asymmetrical cylinders. However, using the asymmetrical type the load may be controlled in two distinct states of operation. This yields an increased region of operation, which is otherwise generally stated as a drawback in displacement controlled systems. It also allows the selection between different control modes, where one of the modes is always more efficient than another.

In this research both theoretical studies and a practical implementation demonstrate the energy related benefits of the new concept. The target application of this study is a medium-size wheel loader. Measurement results using the wheel loader in a short truck loading cycle show a 10% percent reduction in fuel consumption. According to the theoretical investigation, this corresponds to a 20% reduction in energy consumption for the hydraulicsystem itself.

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21

Reichenwallner, Christopher, and Daniel Wasborg. "Control of a Hydraulic Hybrid System for Wheel Loaders." Thesis, Linköpings universitet, Fluida och mekatroniska system, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-158902.

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In recent years many companies have investigated the use of hybrid technology due to the potential of increasing the driveline’s efficiency and thus reducing fuel consumption. Previous studies show that hydraulic hybrid technology can be favourable to use in construction machinery such as wheel loaders, which often operate in repetitive drive cycles and have high transient power demands. Parallel as well as Series hybrid configurations are both found suitable for wheel loader applications as the hybrid configurations can decrease the dependency on the torque converter. This project has investigated a novel hydraulic hybrid concept which utilizes the wheel loaders auxiliary pump as a supplement to enable both Series and Parallel hybrid operation. Impact of accumulator sizes has also been investigated, for which smaller accumulator sizes resembles a hydrostatic transmission. The hybrid concept has been evaluated by developing a wheel loader simulation model and a control system based on a rule-based energy management strategy. Simulation results indicate improved energy efficiency of up to 18.80 % for the Combined hybrid. Moreover, the accumulator sizes prove to have less impact on the energy efficiency. A hybrid system with decreased accumulator sizes shows improved energy efficiency of up to 16.40 %.
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22

Ozer, Ceren. "Hydraulics Optimization Of Foam Drilling In Drilling Operations." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12611059/index.pdf.

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ABSTRACT HYDRAULICS OPTIMIZATION OF FOAM DRILLING IN DRILLING OPERATIONS Ö
zer, Ceren M. Sc., Department of Petroleum and Natural Gas Engineering Supervisor: Assoc. Prof. Dr. Evren Ö
zbayoglu September 2009, 72 pages In drilling, drilling fluid affects every single step of operation. If rig system is thought as the human body, drilling mud can be defined as the blood system of it. Drilling fluid carries the cuttings, cools the bit, it conditions the hole and so on. Some special kinds of drilling fluids are used for special purposes such as underbalanced drilling. Underbalanced drilling is generally used to prevent formation damage, lost circulation and to increase the penetration rate.Since 1980&rsquo
s foam is used as drilling fluid for underbalanced drilling purposes and there are some models for bit hydraulic optimizations. In this study, mathematical model has been derived considering not the volumetric flow rate but the mass flow rate of the foams. Maximum hydraulic horse power at the bit is determined as a function of mass flow rate. Using this concept, optimum volumetric flow rates for liquid and gas phases as well as optimum nozzle size are determined.Using this mathematical model, a computer program is developed for comparing the results with the existing data available in the literature. It accounts for the compressibility of foam and pressure losses inside the drill string, bit and annulus.Hole size, drill-string properties, formation temperature and pressure, maximum inlet pressure are used as input parameters. Program calculates static back pressure,pressure losses in the whole system, bottom hole foam properties such as quality and velocity and optimum liquid and gas flow rates which are the key parameters of foamdrilling optimization. Results show that liquid and gas rates should be increased with increasing hole sizeand formation pressure. Increasing temperature gradient causes a minimal decrease on foam rate properties. In addition, pressure losses due to friction increases with increasing hole size and formation pressure. Decrease in formation temperature also decreases the foam quality. Changes in temperature gradient causes minimal changes on foam rate properties. Comparisons of the proposed model with other models from the literature also gave good match. The optimization criteria and assumptions are differing from the existing models. As a result the comparison does not have to one to one match with the others. The results from this study may be used for optimization of flow rate of foam as drilling fluid based on mass flow.
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23

Voldán, Karel. "Studie sanace stokové sítě vybrané části urbanizovaného celku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372014.

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The aim of the diploma thesis was the elaboration of a study of the rehabilitation of the sewerage network in the part of the town of Znojmo. The work is conceived in the form of accompanying and technical reports. The accompanying report contains a brief description of the interest site, basic information about the sewerage system operator and land data. The technical report contains a description of the individual segments of the sewer network, supplemented by photo documentation of the selected faults located on the selected sections. In addition, the evaluation of the structural state of the sub-sections is carried out here. The following subchapter draws up two hydraulic models and their modifications after the recovery of the sewer system. Another part of the technical report describes possible options for remediation technologies. The last part deals with the conclusions and recommendations for the sewer network operator including a briefly outlined economic page in the selection of remediation technology.
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24

Kriel, Herman Jacobus. "Hydraulic stability of multi-layered sand-filled geotextile tube breakwaters under wave attack." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/71866.

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ENGLISH ABSTRACT: Current understanding of the hydraulic stability of a stacked geotextile tube structure under wave attack is limited. Failure mechanisms that lead to instability are complicated and there is, as yet, no generic approved design method. 2D physical modelling in the large wave/current flume of the Stellenbosch University was done to test various set-up and hydraulic conditions to determine the hydraulic stability of a stacked geotextile tube structure against wave attack. Sixty-five test runs of approximately 1,000 waves each were run. Modelling was done on two different scales that had good similitude, despite the fact that the same geotextile and fill material were used in both. The results provided by the physical modelling gave wave conditions larger than anticipated for hydraulic stability. It was found that the term ―failure‖ was too loosely defined in most cases and that, depending on the definition of structure failure the severity of the wave conditions at failure increased substantially. Sliding was found to be the key failure mechanism for a structure constructed from stacked, 80% sand filled, geotextile tubes. The crest tube receives the most severe loading and is the critical tube in the structure. Structures with double tube crests were found to be negligibly more stable than structures with single tube crests, but reduce energy transmission to the leeside of the structure. Impact loading of the structure combined with wave transmission over the structure explained the wave force on the crest tube of the structure. A modified Goda (1974) method incorporating a wave reduction factor for wave transmission and an angle descriptive of the crest tube position were used. The descriptive angle was derived from results obtained from the physical modelling. The use of this method provides results that correlate well with those found in the physical modelling and with results obtained in previous research. The method has the additional advantage that it is less constrained by limitations for application than those of previous studies
AFRIKAANSE OPSOMMING: Die begrip van die hidroliese stabiliteit van ‘n struktuur gebou uit gepakte geotekstielsandbuise teen golf aanval, is tans beperk. Faal meganismes wat lei tot die onstabiliteit van ‘n struktuur is ingewikkeld en daar is geen generiese aanvaarde ontwerp metode tans in gebruik nie. 2D fisiesemodellering is in die groot golfkanaal van die Universiteit Stellenbosch uitgevoer. ‘n Verskeidenheid van struktuur-uitlegte en hidroliese toestande is getoets om die hidroliese stabiliteit van die struktuur teen golf aanval te bepaal. ‘n Totaal van 65 toetse van ongeveer 1,000 golwe elk is voltooi. Modellering is op twee verskillende skale gedoen, wat goed vergelyk het ten spyte van die feit dat dieselfde geotekstiel en vul materiaal in albei gebruik is. Resultate verkry vanaf die fisiese modellering het groter as verwagte golftoestande vir hidroliese stabiliteit gegee. Dit is gevind dat die definisie van faal (mislukking) in die meeste gevalle swak beskryf is en dat, afhangende van wat as faal van die struktuur beskou word, die golftoestande aansienlik beïnvloed word. Die skuif van die buise is die hoof faal meganisme vir ‘n gepakte geotekstielbuis-struktuur met ‘n vulpersentasie van 80%. Die buis op die kruin van die struktuur word die swaarste belas en is die kritiese buis in die struktuur. Strukture met dubbel buis kruine is onbeduidend meer stabiel as dié met slegs ‘n enkele buis as kruin. Die energie wat na die lysy van die struktuur oorgedra word, is egter beduidend minder. Impak belasting van die struktuur gekombineer met golf-transmissie oor die struktuur, verduidelik die stabiliteit van die buis op die kruin van die struktuur. ‘n Gemodifiseerde Goda (1974) metode met ‘n golfverminderigs faktor word gebruik om golf-transmissie oor die struktuur te akkommodeer, saam met ‘n hoek wat beskrywend is van die posisie van die kruin buis. Die beskrywende hoek is afgelei uit resultate verkry uit die fisiesemodellering. Hierdie metode gee resultate wat goed korreleer met dié verskaf deur die fisiese modellering en die resultate van vorige navorsing oor geotekstielbuis stabiliteit. Die metode het ‗n bykomende voordeel deurdat dit minder begrens is deur beperkings m.b.t. toepassing as die van vorige studies.
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25

Torabi, Haghighi A. (Ali). "Analysis of lake and river flow regime alteration to assess impacts of hydraulic structures." Doctoral thesis, Oulun yliopisto, 2014. http://urn.fi/urn:isbn:9789526206684.

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Abstract A key challenge in Integrated Water Resources Management (IWRM) is determination of environmental flow (EF). This is relevant in all water use scenarios and river regulation work. Water use and management alter water availability for ecosystems and the timing and distribution of runoff. Increased water consumption and allocation of water to different types of consumption impose pressures on aquatic ecosystems, affecting their status and ability to deliver important services, well–known examples being the Aral Sea in Asia and Lake Chad in Africa. This thesis presents new methods to determine the impacts of hydraulic structures on the flow regime of lakes and rivers. Methods to quantify different characteristics of flow in a non–dimensionless way are also presented. These tools allow more environment–based regulation of flow regimes. By using three main flow characteristics of river regime (magnitude, timing and intra–annual), three impact factors, MIF (magnitude impact factor), TIF (timing impact factor) and VIF (variation impact factor), were developed. Combining these impact factors produced a new river impact (RI) index to assess the impacts of hydraulic structure using monthly flow data. Based on RI variations, a classification was developed rating impacts along a scale from ‘Low’ to ‘Drastic’. The importance of climate patterns and river flow regime in controlling lake levels was examined. The lake simulation results were compared using a new index, Degree of Lake Wetness (DLW) and lake response time to changes in hydrology or climate was evaluated. Environmental flow allocation and optimisation of annual EF distribution are critical for ecosystem health. Flow release from reservoirs can be partly supplemented or compensated for by natural runoff from downstream (residual) catchment areas. In a new hydrological approach, optimal intra–annual flow regime for EF can be estimated while considering water inflow from the downstream residual sub-catchment. This thesis provides methods and indices to help quantify river and lake regimes, better understand the possible impacts of changes and manage these impacts optimally. This knowledge is crucial for decision making about EF regimes and achieving water release patterns from dams and hydropower that minimise the hydrological, morphological and biological impacts
Tiivistelmä Integroidun vesivarojen suunnittelun ja hallinnan (IWRM) yhtenä haasteena on ympäristövirtaaman määrittäminen valuma–alue-tasolla. Tämä on tärkeää arvioitaessa säännöstelyn ja vesirakentamisen ympäristövaikutuksia. Vedenkäyttö ja hallinta muuttavat veden saatavuutta jokiekosysteemissä ja virtaaman vuosittaista ajoittumista sekä jakautumista eri kuukausien välillä. Vesivarojen lisääntyvä käyttö eri tarkoituksiin voi vaikuttaa vesiekosysteemeihin ja niiden tuottamiin ekosysteemipalveluihin. Aral–järvi Aasiassa ja Chad–järvi Afrikassa ovat hyviä esimerkkejä veden liiallisesta käytöstä ja ympäristönäkökulman huomiotta jättämisestä. Väitöstyön keskeisin tavoite oli kehittää menetelmiä, joilla voidaan arvioida miten vesirakentaminen vaikuttaa jokien virtaamiin ja järvien vedenpintoihin. Jotta vesistövaikutuksia voidaan yleistää, menetelmät kehitettiin dimensiottomiksi. Nämä menetelmät luovat perustan ympäristöystävällisemmällä vesistöjen virtaamien säännöstelylle. Käyttäen kuukausittaista keskivirtaamaa ja kolmea tyypillisintä virtaamaluokkaa (suuruus, ajoittuminen ja vuodenaikainen vaihtelu), määritettiin uusi yhdistetty jokivaikutusindeksi (RI). Tämän indeksin avulla voitiin lopulta arvioida vesirakentamisen vaikutusta. Perustuen RI-indeksiin, usean joen vesirakentamisen vaikutuksia arvioitiin luokittelemalla vaikutukset vähäisiksi tai merkittäviksi. Työssä tarkasteltiin ilmaston vaihtelun ja jokien virtaamaolosuhteiden vaikutusta järvien vedenpintoihin. Järvisimuloinnin tuloksia verrattiin puolestaan käyttäen indeksiä, joka kuvaa järvessä tapahtuvia muutoksia suhteessa hydrologisiin ja ilmastollisiin olosuhteisiin. Väitöskirja käsittelee myös ympäristövirtaamien (EF) keskeisiä kysymyksiä: vedenkäytön jakautumista ja vuosittaisen virtaaman optimointia ympäristövirtaaman näkökulmasta. Työssä käytetään uutta hydrologista lähestymistapaa arvioimaan ympäristövirtaaman optimoitua kausivirtaamavaihtelua. Tässä lähestymistavassa vesivarastoaltaista lähtevää virtaamaa voidaan osittain täydentää tai kompensoida alapuoliselta valuma–alueelta tulevalla virtaamalla. Väitöstyön tulokset lisäävät ymmärrystä vesivarojen kestävästä käytöstä. Lisäksi työssä kehitetyillä menetelmillä voidaan määrittää ja optimoida jokien ja järvien virtaamaolosuhteita erilaisissa tilanteissa. Väitöstyö tarjoaa uusia käytäntöjä päätöksentekoon liittyen ympäristövirtaamaolosuhteisiin ja -jakaumiin vesivoima- ja vedenkäyttökysymyksissä ottaen huomioon hydrologiset, morfologiset ja biologiset rajoitteet
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Smit, Simone Nicole. "The discursive construction of hydraulic fracturing in South Africa : a critical analysis of media texts from 2011 to 2012." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86293.

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Thesis (MA)--Stellenbosch University, 2014.
ENGLISH ABSTRACT: Hydraulic fracturing is a geo-engineering procedure designed to extract shale gas from below the earth’s surface. Shale gas is often considered a natural, alternative source of energy that has the potential to increase global energy supplies but the scientific literature is not unanimous regarding the implications that hydraulic fracturing may have, and whether it should continue (Vermeulen 2012). Given the contentious nature of hydraulic fracturing, this study investigates the ways in which hydraulic fracturing is represented in South African media texts. The study draws on Gee’s (1996) model of critical discourse analysis (CDA), which views discourse as a means to represent and reproduce social practices. Thus, the study conceptualises hydraulic fracturing as a social practice with an affiliated discourse or discourses, which represent or construct the process of hydraulic fracturing, as well as the participants involved and context in which it takes place. Furthermore, these discourses are also presumed to have the power to legitimise, and thus perpetuate hydraulic fracturing, or to critique it. Subsequent to an examination of 32 South African news articles, and a close and critical analysis of four of them, this study reveals that hydraulic fracturing is presented in both positive and negative ways. Where positive constructions prevail, writers draw on the perspectives of those working in multinational corporations (MNCs) to construct shale gas as a way to increase energy supplies and achieve economic prosperity. Where negative constructions prevail, writers draw on the perspectives of environmentalists to construct hydraulic fracturing as an environmentally-harmful activity that depletes natural resources. In doing so, the study not only highlights the media’s role in perpetuating confusion about hydraulic fracturing, but highlights dominant ideologies that give rise to common representations of hydraulic fracturing in media texts.
AFRIKAANSE OPSOMMING: Hidrobreking is ’n geo-ingenieursprosedure waardeur ondergrondse skaliegas ontgin word. Skaliegas word dikwels beskou as ’n natuurlike, alternatiewe energiebron met die potensiaal om die wêreld-energievoorraad te verhoog, maar die wetenskaplike literatuur is verdeeld oor die effek van hidrobreking en die voortsetting van hierdie praktyk (Vermeulen 2012). Gegee die netelige aard van die onderwerp, word daar in hierdie studie ondersoek gedoen na die wyses waarop hidrobreking voorgestel word in Suid-Afrikaanse mediatekste. Die analise word gerig deur Gee (1996) se model van kritiese diskoersanalise waarvolgens diskoers dien as instrument in die voorstelling en voortsetting van sosiale praktyke. As sodanig word hidrobreking in hierdie studie gekonsepsualiseer as ’n sosiale praktyk met een of meer gepaardgaande diskoerse wat die proses van hidrobreking, die deelnmers in hierdie proses asook die konteks waarin hierdie proses plaasvind, voorstel of konstrueer. Verder word daar veronderstel dat hierdie diskoerse die krag het om hidrobreking te regverdig en sodoende voor te sit, of om dit te kritiseer. Op grond van die bestudering van 34 Suid-Afrikaanse nuusberigte en ’n kritiese ontleding van vier daarvan, word daar bevind dat hidrobreking op beide positiewe en negatiewe wyses voorgestel word. In die geval van positiewe konstruksies steun skrywers op die uitgangspunte van persone in multinasionale korporasies om skaliegas te konstrueer as ’n manier om energievoorrade te verhoog en ekonomiese vooruitgang te bevorder. In die geval van negatiewe konstruksies steun skrywers op die uitgangspunte van omgewingsdeskundiges om hidrobreking te konstrueer as ’n omgewingskadelike aktiwiteit wat natuurlike hulpbronne uitput. Hierdie bevindinge beklemtoon die rol van die media in die voortgesette verwarring aangaande hidrobreking, asook die dominante ideologieë wat aanleiding gee tot algemene voorstellings van hidrobreking in mediatekste.
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Mauck, Lisa D. "The role of rate dependence and dissipation in the constitutive behavior of ferroelectric ceramics for high power applications." Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/15864.

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28

Fagan, Tony Duane. "Effect of membrane weight on vibrations of air-inflated dams." Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/91167.

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Inflatable dams are flexible membrane structures, pressurized with either air, water, or both, which have been used in recent years as a means of temporarily impounding water. A number of procedures have been developed to investigate the static behavior of the dams, but the dynamic behavior has been largely neglected. The few studies that have been done on dynamic behavior have used the simplifying assumption that the weight of the membrane was negligible. In this study, equations of equilibrium and equations of motion were derived for an air inflated dam impounding no water, but loaded with its own membrane weight. It was assumed that the effect of membrane extensibility is negligible in the analysis. Derivatives required in the equations of motion were approximated using finite difference equations. Computer programs were written to find solutions for the eigenvalues and eigenvectors of the equations of motion. The computer program plotted the mode shapes of vibration associated with the four lowest eigenvalues, as well as the static shape of the dam. The eigenvalues obtained were the square of the frequencies of the system, so the effects of a series of membrane weights on the frequencies of dams of various base lengths could be analyzed.
M.S.
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29

Opperwall, Tim, Ben Holter, and Simon Yardley. "Autonomous control of hydraulic mobile applications – a 21-ton excavator case study." Technische Universität Dresden, 2020. https://tud.qucosa.de/id/qucosa%3A71115.

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Automation of mobile construction and agricultural equipment has gained wide acceptance based on increases in productivity, safety, and precision; while also helping upskill operators. On construction equipment, after-market automation of earthmoving crawler dozers and graders has driven a conversion of machines to electro-hydraulic (EH) implement control and integration into digital worksites. Unlike the aforementioned machines, conversion of the excavator into a semi or fully autonomous machine presents significant challenges due to kinematics, variable loads, non-linear multi-function of implements, safety, and robustness. The present work demonstrates the retrofit of a pilot-operated 21-ton excavator and development of automated controls to address these challenges. The operator pilot joysticks and existing hydraulic system were retained, while adding capability for autonomous functionality with integrated hardware, controls, and kinematic solvers within a production viable environment. Autonomous features for path planning, multi-function actuator velocity control, EH controls, and safety were developed to prove the value of precise and low latency control hardware for EH excavator operation.
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Larsson, Viktor, and L. Viktor Larsson. "Simulation and Testing of Energy Efficient Hydromechanical Drivlines for Construction Equipment." Thesis, Linköpings universitet, Fluida och mekatroniska system, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-107495.

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Increased oil prices and environmental issues have increased a need of loweringthe emissions from and the fuel consumption in heavy construction machines. Anatural solution to these issues is a lowered input power through downsizing ofthe engine. This implies a demand on higher transmission efficiency, in order tominimize the intrusion on vehicle performance. More specifically, alternatives tothe conventional torque converter found in heavier applications today, must beinvestigated. One important part of this is the task of controlling the transmissionwithout jeopardising the advantages associated with the torque converter, such asrobustness and controllability.In this thesis, an alternative transmission concept for a backhoe loader is investigated.The studied concept is referred to as a 2-mode Jarchow power-splittransmission, where a mechanical path is added to a hydrostatic transmission inorder to increase transmission efficiency. The concept is evaluated in computerbased simulations as well as in hardware-in-the-loop simulations, where a physicalhydrostatic transmission is exposed for the loads caused by the vehicle duringvarying conditions. The loads are in turn simulated according to developed modelsof the mechanical parts of the vehicle drive line.In total, the investigated concept can be used instead of the torque converterconcept, if the hydrostatic transmission is properly controlled. The results alsoshow that there is a high possibility that the combustion engine in the backhoeloader can be downsized from 64 kW to 55 kW, which would further increase thefuel savings and reduce the emissions.
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31

Blomqvist, Michael, and Andreas Tunemar. "Modernisering av ångventil : Prestandaförbättring av spindelavtätning och hydraulisk servomotor." Thesis, Linköping University, Department of Mechanical Engineering, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-5563.

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Examensarbetet har genomförts på Siemens Industrial Turbomachinery AB i Finspång. Arbetet innebär modernisering av ventiler till ångturbiner. Uppgiften består av två delar, där den första delen är att modernisera dagens tätningar i spindelgenomföringen. Syftet är att finna en mer vibrationstålig, driftsäker och mindre utrymmeskrävande lösning. Det andra delprojektet är att finna alternativ till dagens tallriksfjädrar i de servomotorer som reglerar ventilen. Anledningen till att nya fjädrar skall tas fram är att öka livslängden, minska slitaget och utrymmesbehovet på servomotorerna.

För att kunna genomföra uppgiften på ett effektivt och strukturerat sätt har en metodik för systematisk konceptutvecklings används. Denna metodik har varit hjälpfull för att finna nytänkande lösningar. För att kunna dimensionera komponenterna har beräkningsmodeller tagits fram för de ångkrafter som verkar i en ångventil samt för olika typer av packboxar och fjädrar.

Arbetet med moderniseringen av spindeltätningar har resulterat i att en ny typ av packbox har valts som minskar friktionen samt behovet av efterdragning. Två olika lösningar har tagits fram för att skapa den förspänningskraft som gör att packningen tätar. Båda lösningar minskar behovet av underhållsarbete samt underlättar monteringen. En indikation ges även när rätt kraft är uppnådd, vilket minimerar risken för läckage eller att ventilen inte går att manövrera.

Analysen av servomotorer resulterade i att inga möjliga alternativ till tallriksfjädrar hittades. Modifieringar har därför tagits fram för att förbättra dagens tallriksfjädrar. Dessa ändringar innebär att slitaget minskas och livslängden ökas betydligt.


This thesis was preformed at Siemens Industrial Turbomachinery AB in Finspång. The work is to make modernizations of steam turbine valves. The first part of the project is to modernize stem packing with the purpose to find a more reliable and space-saving solution that is less sensitive to vibrations. The second part is to find an alternative solution for cup springs in servomotors. A new spring type is desirable to increase the lifetime, lower the wear on stem shafts and to make it more space-saving.

To be able to perform the task efficiently and organized a method for systematic design has been used. This method has turned out to be quite useful tool in order to find new approaches to problems. Calculations of steam forces in a valve together with different types of box packing and springs have been done.

The modernization of stem packing has resulted in a new type of box packing. The winnings of changing packing are lowered friction and need of maintenance. Two solutions of live load systems have been created. Both solutions minimize the need of maintenance and make the mount and dismount easier. An indication makes sure that a sufficient force is applied on the box packing.

An analysis shows no alternative to replace the existing cup springs. The main goal was changed and modifications were made to improve the cup springs. The modifications results in a lowered wear and a significant increase of cup spring lifetime.

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32

Mozes, Kathryn Michelle. "Hydraulic stream-simulation design option for culvert construction in eastern Washington to meet fish passage criteria how big is big enough? /." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Summer2008/k_mozes_050808.pdf.

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33

Důrek, Milan. "Štípací stroj na dřevo." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-319275.

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The master thesis done within the master study programme Transport vehicles and handing machinery presents a design of a wood splitting machine. The first part of the thesis is a literary review focused on current state in the field of wood splitting machines and on the overview of the most common wood species including their technical parameters. In the second part of the thesis, suitable machine components were chosen for the conceptual design of the wood splitter, taking into account predefined parameters. Then a machine frame was designed and its strength was verified by analytical and FEM method. Finally, drawing documentation for the machine, machine frame and splitting tool was created.
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34

Schmukat, Annekatrin [Verfasser], and Thomas A. [Gutachter] Ternes. "Key mechanisms for the release of metal(loid)s from a construction material in hydraulic engineering / Annekatrin Schmukat ; Gutachter: Thomas A. Ternes." Koblenz, 2017. http://d-nb.info/1124465731/34.

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35

Kristel, Peter. "Návrh a konstrukce prototypu univerzálního poloautomatického zařízení pro automobilový průmysl." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2012. http://www.nusl.cz/ntk/nusl-230303.

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Construction of semi-automatic equipment DCR 231 means for company Mubea saving money in long-range target. This economy profit rises with time period of the equipment active usage. The equipment is designed as a universal tool of automatic production step for inserting reinforcement tubes into tubular stabilizer bars. Inserting of these tubes into the both stabilizer ends brings higher strength of supported areas. Benefit of stabilizer bar reinforcement only on its ends is a lower mass leads to reduction of the whole axle mass. The equipment in global scale helps to reduce the costs connected with daily vehicle usage.
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36

Skytte, af Sätra Ulf. "Wear of piston rings in hydrostatic transmissions." Doctoral thesis, KTH, Machine Design (Div.), 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-432.

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This study focuses on the wear of piston rings in a hydraulic radial piston motor. The piston ring has to satisfy increasing demands for reliability and longer service life. It has two contacting surfaces, the face and the flank, and operates under a boundary lubrication state.

This first part of the project aimed to detect and characterise piston ring wear. Measurement by weighing gives an overall value for wear defined as loss of mass. Two-dimensional form and surface roughness measurements show the distribution of wear on the piston ring face in contact with the cylinder bore and the piston ring flank in contact with the piston groove. Three-dimensional analyses, both quantitative and qualitative, allow the wear mechanisms to be identified.

The wear of piston rings from an actual hydraulic motor was characterised. As well, rig testing was performed in two different test rig set-ups, one simulating the sliding movement of the piston ring and the other the tilting movement at the end of the strokes. Wear during the running-in period was investigated, and the findings indicate that the period when this takes place is of short duration. In the long term, mild wear makes the surfaces smoother than they were when new, resulting in a very low wear coefficient. Significant levels of wear were measured on both contacting surfaces of the piston ring. In cases in which the flank exhibits more wear than the face, the wear on the flank can be reduced by proper design of the piston groove.

The second part of the project aimed to evaluate use of a textured surface for the cylinder bore counter surface and a coated surface for the piston ring. Three modelling experiments were performed to characterise the friction and wear properties under lean boundary lubrication conditions. Under such conditions, textured surfaces have the advantage of retaining more lubricant and supplying it over a longer time. Stable friction was also a distinctive feature of the textured surface. Use of a coating could also possibly reduce the amount of wear. Though a smooth surface, like a polished one, is hard to beat for a working texture, a coated surface is far ahead of a smooth uncoated one. Different manufactured and commonly used cylinder bore surfaces, including textured ones, were evaluated in the sliding movement test rig. That allowed favourable wear properties, such as lowest wear coefficient, to be determined with the use of a roller burnished surface.

A final part of the research involved simulating wear on the piston ring face throughout the entire service life of a hydraulic motor. This allowed us to determine the roles of surface roughness and coating in prolonging service life and achieving acceptable and secure piston ring operation. The model is simple and realistic, but still needs to be refined so as to correspond even better to reality.

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37

Drouin, Bernard. "Optimisation des sources motrices dans les mouvements d'oscillation : une evolution vers l'hydraulique rapide." Paris 6, 1987. http://www.theses.fr/1987PA066343.

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38

Dressler, Jan. "Konstrukce mobilního horizontálního štípacího stroje na dřevo." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2010. http://www.nusl.cz/ntk/nusl-229368.

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This thesis shows making of documentation for production powerfull wood-splitting machine for hardest forestal work. There are researched and soluted all phases of pre-production machine's lifecycle, also means analysis of conception, potentional risks and failures analysis and also definition of required properties. Based on those properties and results of analyses is possible to setting up condition which should be satisfied. At following part are descripted and shown features of machine-design . Main feature (component) of machine is its frame, also there are strenght analysis of frame. Machine movement features are mainly hydraulics pistons which are powered by asynchronous engine, whith alternative possibility movement by wheel tractor power-take off shaft or hydraulics output. There are performed all important properties. Working safety questions and high endurability of machine shold be also performed. At the end of work is realised conception and design study of forestal production system for wood processing with one universal source of energy – wheeled tractor.
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39

Castañeda, Cisneros Luis Alberto, and Sandoval Claudia Ximena Salguero. "Diseño y evaluación de concreto resistente a sulfatos mediante la adición de nanosílice para la construcción de canales en la costa norte: Caso Chavimochic Etapa I." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/652758.

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El presente trabajo de investigación, se realizó con la finalidad de diseñar y evaluar una mezcla de concreto adicionada con nanosílice con aplicación a canales hidráulicos de primer orden expuestos a sulfatos en la costa norte del Perú, siendo analizada la situación del Proyecto Especial Chavimochic: Etapa I. Esta investigación se desarrolla a nivel experimental y abarca ensayos con estándares nacionales e internacionales (NTP, ASTM y NTC) en los agregados, agua, concreto en estado fresco y concreto en estado endurecido. En busca de garantizar el aumento de ciertas propiedades de los elementos en contacto con agentes agresivos, como los sulfatos, se evalúan los beneficios de incorporar nanosílice en la mezcla de concreto con 0.2%, 0.225% y 0.25%. Siendo el segundo porcentaje de adición el cual evidencia mejor trabajabilidad para una relación agua/cemento de 0.45. Como resultados se obtuvo que el concreto con nanosílice (CNS) presenta menor contenido de aire que la mezcla de concreto simple (CS). Además, la resistencia a la compresión y a la tracción aumentan en 3.41% y 19.48%, respectivamente, a la edad de 28 días con la adición de nanosílice. Asimismo, para el ensayo a exposición a sulfatos, las probetas con nanosílice evidenciaron un deterioro promedio del 50% menor en todas sus aristas en comparación a las probetas de concreto simple. Adicionalmente, se analizó el coeficiente de permeabilidad (k) para ambas mezclas y se determinó que el CNS presenta una permeabilidad baja y el CS una permeabilidad media.
The present research was carried out with the purpose of designing and evaluating a mixture of concrete added with nanosilica for application to first order hydraulic channels exposed to sulphates in the north coast of Peru, being analyzed the situation of the Chavimochic Special Project: Stage I. This research is developed experimentally and includes trials with national and international standards (NTP, ASTM and NTC) in the aggregates, water, concrete in fresh state and concrete in hardened state. In order to analyze the increase of certain properties of the structural elements in contact with aggressive agents, such as sulphates, the benefits of incorporating nanosilica in the concrete mixture with 0.2%, 0.225% and 0.25% are evaluated. Being the second percentage of addition, which shows better workability for a water / cement ratio of 0.45. As a result, it was obtained that the nanosilica concrete (NSC) presents lower air content than the simple concrete mixture (SC). In addition, the resistance to compression and tensile increase in 3.41% and 19.48%, respectively, at the age of 28 days with the addition of nanosilica. Likewise, for the sulphate exposure test, the specimens with nanosilica showed an average deterioration of 50% lower in all its edges compared to the simple concrete specimens. Additionally, the permeability coefficient (k) for both mixtures was analyzed and it was determined that the NSC has a low permeability and the SC a medium permeability.
Tesis
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40

Kousal, Tomáš. "Vybrané části stavebně technologického projektu administrativní a výrobní haly společnosti Hydraulics s.r.o." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265376.

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The master thesis deals with a conception and realization of a constructional and technological project of new manufacturing and administrative hall Hydraulics s.r.o. The thesis studies the realization of the major technological constructing stages of the building. It also covers projects of the construction site, the time schedule, the plan of the main building machines and mechanisms and the budget. Furthermore, the master thesis solves technological regulations for foundations made with bored piles, the budget according to THU including the check plan, the test plan and the safety plan. Also, the assessment of the construction composition is attached.
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41

Bollrich, Gerhard. "Pumpstationen mit Heberauslässen - ein Beitrag zur Intensivierung der Be- und Entwässerung in der Landwirtschaft." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-112806.

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Mit der Intensivierung der landwirtschaftlichen Produktion gewinnen Pumpstationen für die Be- und Entwässerung landwirtschaftlicher Nutzflächen zunehmend an Bedeutung. Zur Beseitigung schädlicher Bodennässe werden offene Gräben oder Dränrohrleitungen angelegt, welche das Wasser bei nicht vorhandener Vorflut einem Entwässerungsschöpfwerk zuleiten. Dieses Schöpfwerk fördert das Wasser aus einem Speicherraum (Mahlbusen) in den Vorfluter. In der DDR sind zahlreiche derartige Entwässerungsschöpfwerke vorhanden. (...)
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42

Wright, Henry-John. "Protrusions on Stepped Spillways to Improve Energy Dissipation." Thesis, Link to the online version, 2006. http://hdl.handle.net/10019/1321.

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43

Stoffberg, Francis W. "Evaluation of incipient motion criteria for rock in Reno mattresses and rip rap." Thesis, Stellenbosch : University of Stellenbosch, 2005. http://hdl.handle.net/10019.1/3004.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2005.
There has always been some debate in the past about the most effective and economical type of revetment to be used to combat or prevent erosion in rivers and channels. Some of the most common materials used for these mitigation measures are gabions, Reno mattresses and rip rap. A study done by the Colorado State University (CSU, 1984), comprised hydraulic tests of Reno mattresses used as a channel bed revetment. The result were compared with those of rip rap. This thesis mainly deals with the evaluation of incipient motion conditions for rock used in Reno mattresses and as rip rap. In this thesis the results of the CSU study and the design criteria of Maccaferri are evaluated and compared with the result obtained when applying the stream power theory and the Shields' theory with respect to incipient motion. This thesis includes the theory with respsect to incipient motion conditions, background to the CSU study and comparisons of the results of the CSU study and Maccaferri's design criteria with theoretical calculations. A cost comparison of Reno mattresses and rip rap as channel bed revetment measures, as well as conclusions and recommendations with regard to the design and use of these options, are also included. The frame of reference for this thesis is the set of CSU test results. The calibrations achieved, proposals made and accuracy of conclusions thus depend on those results.
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44

Krepper, E., F. P. Weiß, A. Manera, J. M. Shi, A. Zaruba, D. Lucas, Issa S. Al, et al. "Construction and execution of experiments at the multi-purpose thermal hydraulic test facility TOPFLOW for generic investigations of two-phase flows and the development and validation of CFD codes - Final report." Forschungszentrum Dresden, 2010. http://nbn-resolving.de/urn:nbn:de:bsz:d120-qucosa-28104.

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The works aimed at the further development and validation of models for CFD codes. For this reason, the new thermal-hydraulic test facility TOPFLOW was erected and equipped with wire-mesh sensors with high spatial and time resolution. Vertical test sections with nominal diameters of DN50 and DN200 operating with air-water as well as steam-water two-phase flows provided results on the evaluation of flow patterns, on the be¬haviour of the interfacial area as well as on interfacial momentum and heat transfer. The validation of the CFD-code for complex geometries was carried out using 3D void fraction and velocity distributions obtained in an experiment with an asymmetric obstacle in the large DN200 test section. With respect to free surface flows, stratified co- and counter-current flows as well as slug flows were studied in two horizontal test channels made from acrylic glass. Post-test calculations of these experiments succeeded in predicting the slug formation process. Corresponding to the main goal of the project, the experimental data was used for the model development. For vertical flows, the emphasis was put on lateral bubble forces (e.g. lift force). Different constitutive laws were tested using a Multi Bubble Size Class Test Solver that has been developed for this purpose. Basing on the results a generalized inhomogeneous Multiple Size Group (MUSIG) Model has been proposed and implemented into the CFD code CFX (ANSYS). Validation calculations with the new code resulted in the conclusion that particularly the models for bubble coalescence and fragmentation need further optimisation. Studies of single effects, like the assessment of turbulent dissipation in a bubbly flow and the analysis of trajectories of single bubbles near the wall, supplied other important results of the project.
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45

Krepper, E., F. P. Weiß, A. Manera, J. M. Shi, A. Zaruba, D. Lucas, Issa S. Al, et al. "Construction and execution of experiments at the multi-purpose thermal hydraulic test facility TOPFLOW for generic investigations of two-phase flows and the development and validation of CFD codes - Final report." Forschungszentrum Dresden-Rossendorf, 2007. https://hzdr.qucosa.de/id/qucosa%3A21636.

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The works aimed at the further development and validation of models for CFD codes. For this reason, the new thermal-hydraulic test facility TOPFLOW was erected and equipped with wire-mesh sensors with high spatial and time resolution. Vertical test sections with nominal diameters of DN50 and DN200 operating with air-water as well as steam-water two-phase flows provided results on the evaluation of flow patterns, on the be¬haviour of the interfacial area as well as on interfacial momentum and heat transfer. The validation of the CFD-code for complex geometries was carried out using 3D void fraction and velocity distributions obtained in an experiment with an asymmetric obstacle in the large DN200 test section. With respect to free surface flows, stratified co- and counter-current flows as well as slug flows were studied in two horizontal test channels made from acrylic glass. Post-test calculations of these experiments succeeded in predicting the slug formation process. Corresponding to the main goal of the project, the experimental data was used for the model development. For vertical flows, the emphasis was put on lateral bubble forces (e.g. lift force). Different constitutive laws were tested using a Multi Bubble Size Class Test Solver that has been developed for this purpose. Basing on the results a generalized inhomogeneous Multiple Size Group (MUSIG) Model has been proposed and implemented into the CFD code CFX (ANSYS). Validation calculations with the new code resulted in the conclusion that particularly the models for bubble coalescence and fragmentation need further optimisation. Studies of single effects, like the assessment of turbulent dissipation in a bubbly flow and the analysis of trajectories of single bubbles near the wall, supplied other important results of the project.
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46

Chen, Zhenduo. "Le mouvement migratoire provoqué par la construction du barrage de Xin’an Jiang en Chine : politique, acteurs, communauté." Thesis, Paris, EHESS, 2020. http://www.theses.fr/2020EHES0079.

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Cette thèse traite les enjeux du mouvement migratoire provoqué par la construction des grands barrages en Chine, en englobant certains aspects de l’histoire chinoise et le contexte de la modernisation du 20e siècle par une méthodologie multidisciplinaire en sciences sociales. Elle interroge les domaines fondamentaux : politique, acteurs, communauté, en tant qu'éléments constitutifs de la migration de barrage, qui relève également du concept chinois de migration, des processus institutionnels de la gouvernance hydraulique, de l'État-nation moderne, et plus largement, du rapport entre l’État et la société par le biais de moyens institutionnels : les racines, la bureaucratie, la sovietisation, etc. Le mouvement migratoire lié à la construction du barrage dans le contexte chinois est un mouvement multisujets/acteurs, mobilisé principalement selon les dynamiques de la relation État-société. Une étude de terrain sur le site du barrage de Xin’an Jiang, un des trois grands barrages « construits indépendamment par les Chinois nous-même » vient nourrir notre recherche dans des dimensions historique et géographique, révélant entre autres l’institution d’ingénierie, la formation de la migration de barrage, le déracinement, la nouvelle communauté constituée par les mouvements, qui façonnent les subjectivités et les performances des différents acteurs des mouvements autour la migration de barrage du Xin’an Jiang. Cette analyse holistique, structurée et s morphologique cherche à comprendre les relations complexes et les transformations qui opèrent pendant la construction des grands barrages et la migration forcée qui l'accompagne dans l'objectif de mettre en place une économie planifiée nationale et une nation chinoise puissante et moderne. Cette thèse montre que la Chine en cours de modernisation se dirige vers une société déracinée et en suspension par rapport sa tradition de Xiangtu shehui. Le mouvement migratoire de barrage nous permet de saisir ce changement mu par une volonté d'autonomie, dont l'avenir semble incertain, et les enjeux d’autonomie
The doctoral thesis deals with the challenges of the emigrant movement caused by the construction of large dams and reservoirs in China, by including certain aspects of Chinese history and the context of modernization of the 20th century. We will study this subject through a multidisciplinary methodology in social sciences, and focus the questions on some fundamental areas: politics, actors, community. We study these constitutive elements of reservoir immigration, which also comes under the Chinese concept of migration, the institutional processes of hydraulic governance, the modern nation state, and more broadly, the relationship between the state and society through institutional means: roots in traditional society, bureaucracy, sovietization, etc. We think that the movement linked to the construction of the dam in the Chinese context is a multi-subject / actor movement, mobilized mainly according to the dynamics of the state-society relationship. A field study on the Xin'an Jiang dam and reservoir, one of the three large dams "built independently by the Chinese ourselves" comes to feed our research in historical and geographic dimensions, revealing among other things the engineering institution , the formation of the emigration and immigration, uprooting, the new community formed by the movements, which shape the subjectivities and the performances of the different actors of the movements around the the construction of dam and reservoir of Xin'an Jiang. This holistic, structured and social morphological analysis seeks to understand the complex relationships and transformations that operate during the construction of large dams and the forced migration that accompanies it with the objective of establishing a national planned economy and a powerful Chinese nation. Our research shows that China, which is in the process of modernization, is moving towards a society uprooted and suspended from its tradition of Xiangtu shehui. The movement by the construction of big dam and reservoir allows us to grasp this change driven by a future for autonomy, which seems uncertain but creates a new subject for modernisation
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47

Koudelka, Roman. "Hydropneumatická jednotka vozidla." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2020. http://www.nusl.cz/ntk/nusl-417415.

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This diploma thesis, following the bachelor's thesis, is devoted to the gas-liquid unit of a vehicle, as the central element of hydropneumatic suspension. The aim is to dimension and construct this component and integrate it together with other elements into a complex suspension system. Based on possible forms listed in the research section, regarding to current development trends, the form of the unit is chosen. The practical part begins with simulations comparing a hydropneumatic with a conventional suspension system. After solving this issue, it is possible to proceed to the dimensioning of the basic parameters of the unit and then to its construction, respecting the relevant strength calculations. The last step is to build a conceptual design of the whole hydropneumatic suspension system.
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48

Reddy, K. Ranga. "Study And Design Of Two-Thirds Power Weir." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/221.

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This thesis is devoted to the study and designs of two important proportional weirs having the discharge-head characteristics of Q α H 2/3 In the first design a geometrically simple weir in the form of a rectangular weir over a inverted V-notch (Chimney weir) is presented. This weir gives for all flows above a threshold depth a discharge proportional to H 2/3 within a maximum percentage error of ±1.5, (measured above a reference plane) within certain limits of head. Second design is concerned with the self-basing weir in which a portion of the weir above the crest acts as a base. This design is achieved by using the complementary weir profile of a Quadratic weir above the parabolic base which has the significant property of fast convergence. This weir gives discharge for all flows above the threshold depth, proportional to (head)2/3 measured above a reference plane, with increasing accuracy as head increases. Experiments with these two weirs confirm the theory by giving a constant average Coefficient of Discharge (Cd) of 0.62. The importance of these weirs as a sensitive discharge measuring device in field and laboratory is highlighted.
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49

Löfgren, Björn. "Kinematic Control of Redundant Knuckle Booms with Automatic Path Following Functions." Doctoral thesis, KTH, Mekatronik, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-11495.

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To stay competitive internationally, the Swedish forestry sector must increase its productivity by 2 to 3% annually. There are a variety of ways in which productivity can be increased. One option is to develop remote-controlled or unmanned machines, thus reducing the need for operator intervention. Another option—and one that could be achieved sooner than full automation—would be to make some functions semi-automatic. Semi-automatic operation of the knuckle boom and felling head in particular would create “mini-breaks” for the operators, thereby reducing mental and physiological stress. It would also reduce training time and increase the productivity of a large proportion of operators. The objective of this thesis work has been to develop and evaluate algorithms for simplified boom control on forest machines. Algorithms for so called boom tip control, as well as automatic boom functions have been introduced. The algorithms solve the inverse kinematics of kinematically redundant knuckle booms while maximizing lifting capacity. The boom tip control was evaluated – first by means of a kinematic simulation and then in a dynamic forest machine simulator. The results show that boom tip control is an easier system to learn in comparison to conventional control, leading to savings in production due to shorter learning times and operators being able to reach full production sooner. Boom tip control also creates less mental strain than conventional control, which in the long run will reduce mental stress on operators of forest machines. The maximum lifting capacity algorithm was then developed further to enable TCP path-tracking, which was also implemented and evaluated in the simulator. An evaluation of the fidelity of the dynamic forest machine simulator was performed to ensure validity of the results achieved with the simplified boom control. The results from the study show that there is good fidelity between the forest machine simulator and a real forest machine, and that the results from simulations are reliable. It is also concluded that the simulator was a useful research tool for the studies performed in the context of this thesis work. The thesis had two overall objectives. The first was to provide the industry and forestry sector with usable and verified ideas and results in the area of automation. This has been accomplished with the implementation of a simplified boom control and semi-automation on a forwarder in a recently started joint venture between a hydraulic manufacturer, a forest machine manufacturer and a forest enterprise. The second objective was to strengthen the research and development links between the forestry sector and technical university research. This has been accomplished through the thesis work itself and by a number of courses, projects and Masters theses over the last three years. About 150 students in total have been studying forest machine technology in one way or the other.
QC 20100729
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50

Reyes, Lizcano Fredy A. "Mise en oeuvre des couches de chaussees : etude de la faisabilite du repandage a haute compacite des couches epaisses ("toboggan")." Nantes, 1988. http://www.theses.fr/1988NANT2043.

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Abstract:
Description d'un module de serrage experimental "toboggan", pour repandre a haute compacite une couche epaisse de materiau traite aux liants hydrauliques et hydrocarbones. Bibliographie sur le materiel; modeles de simulation, par systeme a trois degres de liberte a liaisons visco-elastiques (type "solide kelvin-voigt"), et par calcul des energies dissipees dans le materiau
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