Cette étude, en partenariat avec l'AFB (Agence Française pour la Biodiversité), a pour objectif de comprendre le devenir des sédiments qui ont été bloqués dans des barrages hydrauliques. Lors des « chasses » (lâchers massifs d’eau) réalisées pour assurer la continuité écologique des cours d'eau avec retenues, une certaine quantité de sédiments est relarguée en aval de la retenue, cessédiments sont ensuite transportés sur un fond de rugosités immobiles à différentes échelles(gravier, galets, rochers). L'objectif de cette thèse est donc d'étudier comment la présence de grains grossiers et immobiles peut avoir un effet sur les différentes échelles du transport de sédiment. Au travers de trois études expérimentales en canaux hydrauliques à surface libre, dans lesquelles les grains grossiers immobiles sont modélisés par une canopée d'hémisphères régulièrement espacés, différents impacts de la présence des rugosités immobiles sont mis en exergue. Une étude préliminaire a tout d'abord pour objectif de comprendre comment l'apparition d'une rugosité isolée dans du sédiment a pour effet de modifier les conditions d’hydrodynamique locale à l’amont de cette rugosité, en particulier par la mise en place d'un système de tourbillon(tourbillon en fer à cheval) pouvant accentuer le taux d'érosion locale. Ce tourbillon, très documenté pour des rugosités à géométrie simple, demeure très peu étudié dans le cas d'obstacle aux parois courbées de type grains de rivière. Cette étude montre alors que les dimensions et l'intensité du tourbillon en fer à cheval sont plus faibles dans le cas d'un obstacle aux parois inclinées et courbées que dans le cas d'un obstacle aux parois normales au fond, cephénomène étant expliqué par la facilité du fluide à contourner et l'obstacle, et donc la diminution du gradient de pression adverse à l'amont de l'obstacle, responsable du décollement de la couche limite incidente et de la formation du tourbillon en fer à cheval. Dans une seconde étude,l'hydrodynamique locale proche de sédiment placé dans un patch d'hémisphères est mesuré, pour différents niveaux de découvrement du patch et pour du sédiment collé au fond du canal. Il apparaît qu'en fonction du découvrement ($P = k/R$ avec $k$ la hauteur découverte d'une rugosité et $R$ sa hauteur totale), de forte variations locales de contrainte et de niveaux de turbulence au fond se mettent en place, le sédiment étant soumis à des sur-contraintesimportantes à l'arrière des rugosités pour $P = 20\%$, mais protégés pour des découvrements plus importants. Une analyse par quadrants montre alors que ce phénomène peut être expliqué par la capacité des événements turbulents instantanés de forte intensité à pénétrer entre les hémisphères pour atteindre le sédiment. Une troisième étude dans un canal aux dimensions plus importantes consiste à analyser la déstabilisation d’un lit sédimentaire initialement plat être couvrant totalement une canopée d’hémisphères immobiles. En début de la déstabilisation du lit,des dunes se forment et croissent, jusqu'à ce que leur volume devienne limité par l'apport initial de sédiment. Des zones érodées apparaissent alors entre ces dunes, dans lesquelles on observe du sédiment protégé entre les hémisphères immobiles. Il apparaît alors que cette protection est dépendante de la dimension des zones érodées. Sur les temps longs et après évacuation des dunes en aval du canal, l'effet de protection des hémisphères immobiles sur le sédiment est mis en avant, avec en particulier l'obtention d'une forte dépendance du taux d'érosion des grains en fonction du niveau de découvrement des hémisphères, un ralentissement soudain de l'érosionétant obtenu pour $P \sim 50 %. Ce changement de régime est expliqué en lien avec les résultats de l’étude précédente sur les groupes d’hémisphères. / This study is part of a project with the AFB (French Agency for Biodiversity), that aims to have abetter understanding of the remobilization of the sediment previously trapped in dams. After dambreaks, an amount of sediment is deposited downstream of the dam, this sediment being then setin motion on a bed of multi-scale immobile grains (gravels, rocks, boulders). The aim of this thesiswork is to study how coarse immobile grains can have an effect on the different scales of sedimenttransport. Thanks to three experimental studies in laboratory flumes, in which immobile coarsegrains are represented by a canopy of hemispheres, several effects of the roughness elements onsediment transport are emphasised. A preliminary study first aims to understand how theprotrusion of an isolated hemisphere impacts the local hydrodynamics upstream of thishemisphere, specifically through the horseshoe vortex developping near the roughness elementwall that can increases local grain entrainment rate. The horseshoe vortex, although deeplydocumented for simple roughness elements (cube, cylinder), remains poorly studied for roughnesselements with tilted or curved front wall like river coarse grains. This study shows that thedimensions and intensity of the horseshoe vortex are weaker for an obstacle with tilted wall thanfor an obstacle with bottom normal wall. This phenomenon is explained by the weaker adversepressure gradient developping upstream of the titlted wall, responsible for the boundary layerseparation and the horseshoe vortex formation. In a second study, the local hydrodynamics near aglued sediment bed placed in a patch of hemispherical roughness elements is studied, for severalprotrusion levels $P$ of the hemispheres (where $P = k/R$, with $k$ the height of the hemisphereprotruding over the sediment, and $R$ the total height of the hemisphere). It is shown that,depending on the protrusion of the hemispheres, strong local modifications of the near bedhydrodynamics can develop. For P = 20 %, zones of enhanced shear stress appear downstreamof the roughness elements, while for P \ge 20 %, this enhanced shear stress zones vanishes andthe sediment bed is sheltered. A quadrant analysis then shows that this phenomenon is explainedby the abality of intense instantaneous events to reach the sediment bed. A third experimentalstudy aims to analyze the erosion of a flat sediment bed initially uniformely covering a canopy ofstaggered hemispheres. In the beginning of the experiment, dunes are forming on the sedimentbed, until their volume is limited by the supply-limited sediment condition. Eroded areas thenappear between dunes, in which sediment is protected between the immobile hemispheres. Theanalyze shows that this protection is strongly dependant on the dimensions of the eroded areas.After dunes migrated downstream of the canal, the sheltering effect of the hemispheres isemphasised by measuring the erosion rate of the bed. It appears that the erosion rate is heavilydependant on the level of protrusion of the hemispheres, the erosion suddenly getting weaker forP \sim 50 %. This abrupt change of erosion regime is explained using the results of the previousstudy on local hydrodynamics in a patch of hemispheres.

Flow modelling in a compound channel is a complex matter. Indeed, due to the smaller velocities in the floodplains than in the main channel, shear layers develop at the interfaces between these subsections, and the channel conveyance is affected by a momentum transfer corresponding to this shear layer, but also to possible geometrical changes in a non-prismatic reach. In this work, a one-dimensional approach, the Exchange Discharge Model (EDM), is proposed for such flows. The EDM accounts for the momentum transfer between channel subsections, estimated as proportional to the velocity gradient and to the discharges exchanged through the interface; where two main processes are identified : (1) the turbulent exchange, due to the shear-layer development; and (2) the geometrical transfer, due to cross-sectional changes. The EDM is successfully validated for discharge prediction, but also for water-profile computation, through comparison with existing laboratory and field measurements. The momentum transfer due to turbulent exchanges is then studied experimentally, theoretically and numerically. At first, new experimental data, obtained by using Particle Tracking Velocimetry techniques, are presented : the periodical vortex structures that develop in the shear layer are clearly identified and characterised. Secondly, a hydrodynamic linear stability analysis enables to predict quite successfully the wave length of some observed vortices. Lastly, an Unsteady-RANS numerical method is used to simulate the perturbation development. The estimated vortex wave lengths agree again with the measurements and the theoretical predictions, although vortices merging occurs in the simulation results, which was actually not observed experimentally. The velocity-profile prediction is found improved when the effect of vortices is considered, thanks to the corresponding additional shearing. The geometrical transfer is also investigated experimentally and numerically. Novel experiments are designed, with the measurements of the flow in a compound channel with symmetrically narrowing floodplains. The mass transfer and the evolution of the flow distribution along the channel length are clearly observed. A significant additional head loss due to this transfer is measured, in accordance with the EDM hypothesis. Measured water profiles are finally compared successfully with the EDM predictions. In addition to the EDM development and validation, the so-called Lateral Distribution Method (LDM) is also investigated and the significance of the secondary-currents models proposed by previous authors for this method is discussed. When considering the velocity-profile prediction, the effect of these helical secondary currents is again clearly highlighted, by using dispersion terms in the Saint-Venant equations. However, the actual physical meaning of the related dispersion coefficients remains uncertain. In addition, an extended LDM is also proposed and discussed for non-prismatic flow modelling, using the new narrowing-channel data set./La modélisation des écoulements dans les rivières à plaines inondables est particulièrement complexe. En effet, la vitesse de l'eau étant plus faible sur la plaine d'inondation que dans le lit mineur, une couche de cisaillement se développe à l'interface entre ces sous-sections. La débitance totale de la rivière est dés lors réduite, à cause du transfert de quantité de mouvement qu'occasionne la présence de la couche de cisaillement, mais aussi de part les changements de géométrie qui peuvent se produire dans un lit non-prismatique. La présente thèse propose, pour la représentation de tels écoulements, une nouvelle approche uni-dimensionnelle dénommée Modèle des Débits d'Echange ("Exchange Discharge Model" – EDM). Le transfert de quantité de mouvement entre les soussections de la rivière est pris en compte par l'EDM comme étant proportionnel au gradient de vitesse entre celles-ci et aux débits échangés à travers leur interface. A cette interface, deux phénomènes sont essentiellement présents : (1) un échange turbulent, dû au développement de la couche de cisaillement; et (2) un transfert géométrique, correspondant aux changements de section. L'EDM est validé avec succès pour la prédiction du débit et pour le calcul de lignes d'eau, par comparaison avec des données existantes de laboratoire et de terrain. Le transfert de quantité de mouvement dû à l'échange turbulent est ensuite étudié expérimentalement, théoriquement et numériquement. De nouvelles mesures sont obtenues, au moyen d'une technique de vélocimétrie par suivi de particules. Les structures périodiques qui se développent dans la couche de cisaillement sont clairement identifiées et caractérisées. Deuxièmement, une analyse linéaire de stabilité hydrodynamique permet de prédire théoriquement les longueurs d'onde de quelques tourbillons qui ont été observés expérimentalement, et ce avec succès. Enfin, un modèle numérique, de type "Unsteady-RANS", est utilisé pour simuler la croissance des tourbillons dans la couche de cisaillement. Encore une fois, les longueurs d'onde obtenues correspondent relativement bien avec les valeurs mesurées et prédites théoriquement; bien que les coalescences de tourbillons qui se produisent numériquement n'aient pas été observées expérimentalement. La prédiction des profils de vitesse est améliorée, lorsque l'effet des tourbillons est considéré, grâce à la contrainte de cisaillement additionnelle que ceux-ci génèrent. Les transferts géométriques sont également explorés expérimentalement et numériquement. Une nouvelle campagne expérimentale a été réalisée, en considérant l'écoulement dans un lit composé symétrique, dont les plaines d'inondation se rétrécissent progressivement. Le transfert de masse entre sous-sections et la redistribution des débits qui lui est associée sont clairement observés au long du canal. Une importante perte de charge additionnelle due à ce transfert est mesurée, en concordance avec les hypothèses de l'EDM. Finalement, les lignes d'eau mesurées sont reproduites avec succès par un calcul utilisant l'EDM. En complément au développement et à la validation de l'EDM, la "Lateral Distribution Method" (LDM) est également utilisée, avec pour objectif la clarification du rôle des termes de courants secondaires proposés par différents auteurs. Par rapport à la prédiction du profil de vitesse, l'effet de ces courants secondaires est très marqué. Il est ici reproduit en utilisant des termes de dispersion dans les équations de Saint-Venant. Cependant, le sens physique des valeurs des coefficients de dispersion qui doivent être utilisés est discutable. Par ailleurs, une LDM étendue, pour les écoulement en lits nonprismatiques, est proposée et commentée, en utilisant le nouveau jeu de données pour le canal convergent.

In this research, the four valve independent metering configuration is to be investigated. The Independent metering concept will be emphasized and compared to spool valve coupled metering conventional technologies. Research focuses on the energy savings potential of the four valve independent metering configuration in addition to improving performance. The basic model of interest in this research is an actuator that is controlled by the four valve independent metering configuration to move beam like members of mobile hydraulic equipment such as tractor loader backhoes, excavators, and telehandlers. Five distinct (or discrete) metering modes that exist in the literature are initially studied: Powered Extension, High Side Regeneration Extension, Low Side Regeneration Extension, Powered Retraction, and Low Side Regeneration Retraction. The energy saving potential of these modes is studied and comparisons between this system and a conventional spool valve controlled actuator are conducted. The problem of switching between these five modes is treated as an optimal control problem of a switched dynamic system. Before solving the optimal control problem, a dynamic model for the system of interest is first derived. The model is experimentally validated. General theory for the optimal control problem is derived and then applied to the hydraulic system of interest. The results are then interpreted and explained by looking into the force-speed capability of modes. The effect of mode switching on system performance is studied as well. The basic mechanical system used for this analysis is a continuous rotating beam that undergoes structural vibrations due to mode switching in the driving hydraulic actuator. A fully coupled actuator-beam model is investigated. A non-dimensional analysis is pursued to generalize the study results. The optimal switching analysis and the vibrational study lead to the idea of Continuously Variable Modes (CVMs). Instead of having five distinct modes that determines the flow path by opening two of the four valves in the assembly, three Continuously Variable Modes are presented as an alternative way of controlling the four-valve configuration. These three CVMs combine the distinct modes and use three of the four valves to provide the fluid flow path. The five distinct modes become a special case of these three CVMs. It is going to be shown that CVMs have more force-speed capabilities than the distinct modes and provide for better velocity and vibrational performance by virtue of always offering a continuous flow path. The theory behind CVMs is presented and experimental validation follows.

With the ever advancing state of computer systems, it is imperative to maintain the most up-to-date and reliable safety evaluation data for nuclear power systems. Commonplace now is the practice of updating old accident simulation results with more advanced models and codes using today's faster computer systems. Though it may be quite an undertaking, the benefits of using a more advanced model and code can be significant especially if the result of the new analysis provides increased safety margin for any plant component or system. A series of parametric and sensitivity studies for the Loss of Normal Feedwater Anticipated Transient without Scram (LONF ATWS) for Southern Company's Vogtle Electric Generating Plant (VEGP) Units 1&2 located near Waynesboro, GA was performed using the best-estimate thermal-hydraulics transient analysis code RETRAN-02w. This thesis includes comparison to the results of a generic plant study published by Westinghouse Electric Corporation in 1974 using an earlier code, LOFTRAN, as well as Vogtle-specific analysis. The comparative analysis exposes and seeks to explain differences between the two codes whereas the Vogtle analysis utilizes data from the Vogtle FSAR to generate plant-specific data. The purpose of this study is to validate and update the previous analysis and gather more information about the plant actions taken in response to a LONF ATWS. As a result, now there is a new and updated evaluation of the LONF ATWS for both a generic 4-loop Westinghouse plant and VEGP using a more advanced code. Beyond the reference case analysis, a series of sensitivity and parametric studies have been performed to show how well each type of plant is designed for handling an ATWS situation. These studies cover a wide range of operating conditions to demonstrate the dependability of the model. It was found that both the generic 4-loop Westinghouse PWR system and VEGP can successfully mitigate a LONF ATWS throughout the core's operating cycle.

Water pollution is a major concern in vast countries such as India and other developing nations. Several methods of water purification have been practiced since many decades, Semiconductor photocatalysis is a promising technique, for photodegradation of various hazardous chemicals that are encountered in waste waters. The great significance of this technique is that, it can degrade (detoxify) various complex organic chemicals, which has not been addressed by several other methods of purification. This unique advantage made this field of research to attract many investigators particularly in latter eighties and after. This thesis incorporates the studies on the various semiconductor photocatalysts that have been employed for the detoxification purposes. The fundamental principles involved in the photoelectrochemistry, reactions at the interface (solid - liquid or solid - gas) and photocatalytic reactions on fine particles are briefed. General nature and size quantization in semiconductor particles, photocatalytically active semiconductors, TiCh and ABO3 systems, chemical systems and modifications for solar energy conversions are brought out in the introduction chapter besides giving brief description about photocatalytic mineralization of water pollutants with mechanism involved, formation of reactive species and the factors influencing photomineralization reactions. Scope of the present work is given at the end of the first chapter. Second chapter deals with the materials used for the preparation of photocatalyst, preparative techniques, methods of analysis, instruments employed for the photodegradation experiments and a brief description of material characterization methods such as X-ray diffraction, transmission electron microscopy, thermogravimetric analysis, differential thermal analysis, optical absorption spectro photometry, Electron paramagnetic resonance (EPR), and gas chromatograph - mass spectroscopy (GC - MS). Various preparative routes such as wet chemical and hydrothermal methods for obtaining TiO2 (both rutile and anatase forms), BaTiOs and SrTiO3 fine particles and the chemical analysis of their constituents have been described in brief. Third chapter presents the results of materials characterization. T1O2 (rutile and anatase), BaTiO3 and SrTiO3 have been characterized separately using various techniques. Different routes of obtaining the photocatalyst fine particles, heat treatment at various temperature ranges, experimental procedures and the results of characterization are brought out in this chapter. Fourth and fifth chapters present the details of degradation studies carried out on the photomineralization of chlorophenol, trichloroethylene and formaldehyde. Studies include photodegradation of the pollutants with different catalysts varying experimental conditions to check the effects of change in concentration of pollutants, oxidizer, pH, surface hydroxylation, etc. The most favorable conditions for the complete mineralization of the pollutants have been studied. In case of TiO2, anatase form has shown greater photoactivity when compared to rutile and complete mineralization of chlorophenols has been achieved at low pollutant concentrations, neutral pH, with H2O2 and UV illumination. Retarding effects of surface hydroxylation and the formation of peroxotitanium species during photodegradation have been presented. TCE and HCHO degradation with BaTiO3/SrTiO3 has been studied. Photocatalyst heat-treated at 1100°G-1300°C is found to be highly active in combination with H2O2 as electron scavenger. HCHO is not getting degraded to its completeness in aqueous conditions owing to the strong competition in surface adsorption posed by H2O molecules. Vapour-solid phase reaction however gave good results in the detoxification of HCHO via disproportionation. Summary and conclusions are given at the end of the thesis.

This study was based on the uncertainty and sensitivity analysis of a generic 10 MW Materials Test Reactor (MTR). In this study an uncertainty and sensitivity analysis methodology called code scaling applicability and uncertainty (CSAU) was implemented. Although this methodology follows 14 steps, only the following were carried out: scenario specification, nuclear power plant (NPP) selection, phenomena identification and ranking table (PIRT), selection of frozen code, provision of code documentation, determination of code applicability, determination of code and experiment accuracy, NPP sensitivity analysis calculations, combination of biases and uncertainties, and total uncertainty to calculate specific scenario in a specific NPP. The thermal hydraulic code Flownex®1 was used to model only the reactor core to investigate the effects of the input parameters on the selected output parameters of the hot channel in the core. These output parameters were mass flow rate, temperature of the coolant, outlet pressure, centreline temperature of the fuel and surface temperature of the cladding. The PIRT process was used in conjunction with the sensitivity analysis results in order to select the relevant input parameters that significantly influenced the selected output parameters. The input parameters that have the largest effect on the selected output parameters were found to be the coolant flow channel width between the plates in the hot channel, the width of the fuel plates itself in the hot channel, the heat generation in the fuel plate of the hot channel, the global mass flow rate, the global coolant inlet temperature, the coolant flow channel width between the plates in the cold channel, and the width of the fuel plates in the cold channel. The uncertainty of input parameters was then propagated in Flownex using the Monte Carlo based uncertainty analysis function. From these results, the corresponding probability density function (PDF) of each selected output parameter was constructed. These functions were found to follow a normal distribution. / MIng (Nuclear Engineering), North-West University, Potchefstroom Campus, 2014

Accurate determination of the pressure losses at the bit is very important for drilling practices in petroleum industry. In the literature, there are several studies on determination of the pressure losses. Major focus is concentrated on single phase drilling fluids, which is far from accurate estimation of pressure losses for multiphase fluids, i.e., fluids including a liquid and a gas phase, at the bit. Some of these models are valid for multiphase fluids, however, they are either valid for very high gas flow rates, or developed using very strong assumptions. This study presents a mathematical model for calculating bit hydraulics for gasified drilling fluids. The theory, which is valid for both sonic (critical) and subsonic (sub-critical) regimes, is based on the solution of the general energy equation for compressible fluid flow. The model is sensitive to changes in internal energy, temperature and compressibility. In addition, the model uses &ldquo / mixture sound velocity&rdquo / approach. A computer program is developed based on the proposed mathematical model. The program calculates pressure drop through a nozzle in subsonic flow region, and suggest flow rate if the calculated pressure drop values is in the sonic flow pressure ranges. The program has been run at reasonable field data. The results of the models have been compared with the results of existing models in the literature. The results show that the pressure losses through the bit can be estimated with a variation less than 9%. Also, it has been observed that bottom hole pressure, velocity of the liquid phase and nozzle size have a strong influence on bit pressure drop.

Pressure drop across miniature-scale flow disturbances, including abrupt flow area changes, is an important source of error and confusion in the literature. Such pressure drops are frequently encountered in experiments, where they are often estimated using methods and correlations that have been developed based on experimental data obtained in conventional systems. However, physical arguments as well as the relatively few available experimental observations indicate that such pressure drops in microchannel systems are likely to be different than what is known about similar phenomena in conventional flow systems. Experimental data dealing with pressure drop associated with two-phase flow across abrupt flow area changes in microchannels are scarce, however, and the available data are insufficient for the development of reliable predictive methods. In this investigation, experiments were conducted using a test section consisting of two capillaries, one with 0.84 mm, and the other with 1.6 mm inner diameters. A multitude of pressure transducer ports were installed along the two capillaries, and allowed for the measurement of the pressure gradients over the entire test section. The test section allowed for the measurement of frictional pressure gradients in the two straight channels, as well as pressure drops caused by the flow area expansion and contraction depending on the flow direction, for single-phase as well as two-phase flows. These measurements were performed over a wide range of parameters, using air as the gaseous phase, and room-temperature water as the liquid phase. The single-phase flow data were compared with existing conventional correlations, and with predictions of CFD simulations using the Fluent computer code.

[Truncated abstract] The hydrodynamic forces on a marine pipeline and the local scour around it are the most serious and important issues in designing and maintaining pipelines. This thesis explores the vortex shedding phenomena for the flow over smooth surface and rough surface isolated cylinders. This thesis also explores the two-dimensional and three-dimensional scour process beneath offshore pipelines numerically. A series of numerical models are proposed in this dissertation for the prediction of flow characteristics and the time development of local scour around pipelines. All the models presented in this thesis are deliberately developed based on novel lattice Boltzmann method (LBM), because in recent years it has been considered as a serious alternative to standard computational fluid dynamics (CFD) as it is ideally suited to massively parallel computations. The lattice Boltzmann method is described in details to reveal how it recovers the Navier- Stokes equations. Various grid refinement schemes available in literature are discussed and a slightly modified new scheme is proposed to remove oscillatory solutions at high velocity change regime. The proposed scheme is then validated against bench mark tests for low Reynolds number flow. A turbulent model based on LBM is developed in order to predict the vortex shedding flow around an isolated square smooth surface cylinder. The various local and global flow parameters and structure of vortices are validated against experimental and numerical data available in literature. The model is then extended to investigate the vortex shedding flow over an isolated rough surface cylinder as it has an engineering significance in the design process of pipelines. The model is employed to investigate the influence of pipe roughness on various local and global parameters of flow. ... Significant part of this thesis is aimed at modelling flow and local scour around pipelines employing LBM and cellular automata (CA) methods. The erosion mechanism of the CA method available in literature for sand particles is improved by defining the threshold of sediment entrainment on bed in a similar manner to that employed in the traditional scour models. The predicted scour profiles for various incoming flow conditions are found to compare well with the experimental results reported in the literature. The existence of lee wake erosion due to continuous generation of vortex shedding in the lee of the pipelines is revealed. The time development of the maximum scour depth below the pipe is also found to be in good agreement with the experimental measurements reported in literature Finally, a three-dimensional flow and scour model is developed in order to explore the scour process beneath pipelines. It is revealed that the three-dimensionality effects are more pronounced near the span shoulder. On the other hand, there exists a two-dimensional scour regime in the vicinity of the middle section of the suspended pipe. It is found that the propagation speed of the scour hole in the sapnwise direction remains almost constant at all stages of scour process.

The construction of fish passes has been a longstanding measure to improve river ecosystem status by ensuring the passability of weirs, dams and other in- channel structures for migratory fish. Many fish passes have a low biological effectiveness because of unsuitable hydrodynamic conditions hindering fish to rapidly detect the pass entrance. There has been a need for techniques to quantify the hydrodynamics surrounding fish pass entrances in order to identify those passes that require enhancement and to improve the design of new passes. This PhD thesis presents the development of a methodology for the rapid, spatially continuous quantification of near-pass hydrodynamics in the field. The methodology involves moving-vessel Acoustic Doppler Current Profiler (ADCP) measurements in order to quantify the 3-dimensional water velocity distribution around fish pass entrances. The approach presented in this thesis is novel because it integrates a set of techniques to make ADCP data robust against errors associated with the environmental conditions near engineered in-channel structures. These techniques provide solutions to (i) ADCP compass errors from magnetic interference, (ii) bias in water velocity data caused by spatial flow heterogeneity, (iii) the accurate ADCP positioning in locales with constrained line of sight to navigation satellites, and (iv) the accurate and cost-effective sensor deployment following pre-defined sampling strategies. The effectiveness and transferability of the methodology were evaluated at three fish pass sites covering conditions of low, medium and high discharge. The methodology outputs enabled a detailed quantitative characterisation of the fish pass attraction flow and its interaction with other hydrodynamic features. The outputs are suitable to formulate novel indicators of hydrodynamic fish pass attractiveness and they revealed the need to refine traditional fish pass design guidelines.