This thesis is concerned with modelling rockfall parameters associated with cliff collapse debris and the resultant “ramp” that formed following the high peak ground acceleration (PGA) events of 22 February 2011 and 13 June 2011. The Christchurch suburb of Redcliffs, located at the base of the Port Hills on the northern side of Banks Peninsula, New Zealand, is comprised of Miocene-age volcanics with valley-floor infilling marine sediments. The area is dominated by basaltic lava flows of the Mt Pleasant Formation, which is a suite of rocks forming part of the Lyttelton Volcanic Group that were erupted 11.0-10.0Ma. Fresh exposure enabled the identification of a basaltic ignimbrite unit at the study site overlying an orange tuff unit that forms a marker horizon spanning the length of the field area. Prior to this thesis, basaltic ignimbrite on Banks Peninsula has not been recorded, so descriptions and interpretations of this unit are the first presented. Mapping of the cliff face by remote observation, and analysis of hand samples collected from the base of the debris slopes, has identified a very strong (>200MPa), columnar-jointed, welded unit, and a very weak (<5MPa), massive, so-called brecciated unit that together represent the end-member components of the basaltic ignimbrite. Geochemical analysis shows the welded unit is picrite basalt, and the brecciated unit is hawaiite, making both clearly distinguishable from the underlying trachyandesite tuff. RocFall™ 4.0 was used to model future rockfalls at Redcliffs. RocFall™ is a two-dimensional (2D), hybrid, probabilistic modelling programme for which topographical profile data is used to generate slope profiles. GNS Science collected the data used for slope profile input in March 2011. An initial sensitivity analysis proved the Terrestrial Laser Scan (TLS)-derived slope to be too detailed to show any results when the slope roughness parameter was tested. A simplified slope profile enabled slope roughness to be varied, however the resulting model did not correlate with field observations as well. By using slope profile data from March 2011, modelled rockfall behaviour has been calibrated with observed rockfall runout at Redcliffs in the 13 June 2011 event to create a more accurate rockfall model. The rockfall model was developed on a single slope profile (Section E), with the chosen model then applied to four other section lines (A-D) to test the accuracy of the model, and to assess future rockfall runout across a wider area. Results from Section Lines A, B, and E correlate very well with field observations, with <=5% runout exceeding the modelled slope, and maximum bounce height at the toe of the slope <=1m. This is considered to lie within observed limits given the expectation that talus slopes will act as a ramp on which modelled rocks travel further downslope. Section Lines C and D produced higher runout percentage values than the other three section lines (23% and 85% exceeding the base of the slope, respectively). Section D also has a much higher maximum bounce height at the toe of the slope (~8.0m above the slope compared to <=1.0m for the other four sections). Results from modelling of all sections shows the significance of the ratio between total cliff height (H) and horizontal slope distance (x), and of maximum drop height to the top of the talus (H*) and horizontal slope distance (x). H/x can be applied to the horizontal to vertical ratio (H:V) as used commonly to identify potential slope instability. Using the maximum value from modelling at Redcliffs, the future runout limit can be identified by applying a 1.4H:1V ratio to the remainder of the cliff face. Additionally, the H*/x parameter shows that when H*/x >=0.6, the percentage of rock runout passing the toe of the slope will exceed 5%. When H*/x >=0.75, the maximum bounce height at the toe of the slope can be far greater than when H*/x is below this threshold. Both of these parameters can be easily obtained, and can contribute valuable guideline data to inform future land-use planning decisions. This thesis project has demonstrated the applicability of a 2D probabilistic-based model (RocFall™ 4.0) to evaluate rockfall runout on the talus slope (or ramp) at the base of ~35-70m high cliff with a basaltic ignimbrite source. Limitations of the modelling programme have been identified, in particular difficulties with adjusting modelled roughness of the slope profile and the inability to consider fragmentation. The runout profile using RocFall™ has been successfully calibrated against actual profiles and some anomalous results have been identified.

This study investigates the complex flow structure generated by riparian emergent vegetation along the edge of floodplain. Detailed velocity and boundary shear stress measurements were carried out for various arrangements of emergent rigid cylindric rods of 3 mm, 6 mm and 9 mm diameters and for three different rod densities. In addition, the impact of foliage on the flow field was assessed during a series of experiments where brushes were used instead of smooth rods. The results of these new experiments are first presented. In addition to the laboratory data, field data was obtained through Acoustic Doppler Current Profiler measurements for two flood events in a stretch of the river Rhône that can be approximated to a straight compound channel with vegetated banks. The analysis of the flow structure highlights the presence of strong secondary circulation and increased vorticity on the river banks. The rods on the edge of the floodplain increase significantly flow resistance, reducing velocity and decreasing boundary shear stress. Flow rate was seen to decrease with increasing vegetative density for all cases except when foliage was added. This suggests that an optimum threshold density, for which a smaller density would lead to an increased flow rate might exist. Wakes trailing downstream of the vegetation stem, planform coherent structures advected between the main channel and the floodplain, and eddying motion in the flow due to enhanced turbulence anisotropy are among the defining patterns observed in the studied compound channel flows with one line of emergent vegetation along the edge of the floodplain. The Shiono and Knight Method (SKM) was modified in order to account for the increased turbulence activity due to the rods. The drag force term was introduced in the same way as in the work of Rameshwaran and Shiono (2007). However, a new term was added to the transverse shear stress term in the form of an Elder formulation, incorporating a friction drag coefficient which can be derived from the experimental data. In this proposed version, the advection term was set to zero. Another version of the SKM, similar to Rameshwaran and Shiono (2007), was also tested with the addition of a local drag friction only applied in the rod region. The proposed SKM version without the advection term was favored as it can be more closely related to the experimental data and to physical processes. Finally, the capabilities of Telemac-2D were tested against the experimental data for various turbulence models. The Large Eddy Simulation turbulence model highlighted some unsteady flow patterns that were observed during experiments, while satisfactorily predicting the lateral velocity and boundary shear stress distributions.

Este trabalho visa contribuir ao estudo geotectônico relacionado à Bacia do Camaquã, no Estado do Rio Grande do Sul, a partir de dados gravimétricos provenientes do Rifte Guaritas. Com este intuito, foram propostos três modelos de um perfil que corta perpendicularmente o trend do Rifte Guaritas e suas unidades. O mapa Bouguer residual, com valores entre –36 e 29 mGal, permitiu de maneira geral, delimitar áreas que possuem diferentes profundidades de embasamento. Os altos valores de gravidade podem indicar porções onde o topo do embasamento possui baixas profundidades ou rochas de maior densidade, enquanto que baixos valores podem estar associados a grandes profundidades ou rochas de densidade inferior. Com base nos dados de gravimetria, de caráter local à regional, foi possível estabelecer e, em algumas situações, estimar, o comportamento do embasamento ao longo deste perfil. Convêm ressaltar que cada modelo proposto contou com valores diferenciados de densidades de rocha, o que resultou em pequenas diferenças, tais como estruturais e variações de profundidade do embasamento. Porém, de modo geral, os três modelos se comportam de maneira muito semelhante. Cada um dos modelos propostos pode ser separado em cinco diferentes compartimentações que refletem as variações gravimétricas ao longo do perfil. De acordo com os modelos propostos neste trabalho a profundidade máxima do embasamento está localizada na porção oeste do Rifte Guaritas, chegando próxima dos seis quilômetros e a porção leste possui uma extensa estrutura deposicional. / This dissertation aims to contribute to geotectonic study related to Camaqua Basin, from gravimetric data of the Guaritas Rift. For this was proposed three models of one perpendicular profile which cross the trend of the Guaritas Rift. The residual Bouguer map, with values between -36 to 29 mGal, let, in general, to delimit areas with different depth of basement. The values of gravity may show areas where the top of the basement has low depths or rocks of major density while low values could be associated to great depth or rocks of minor density. Based on the gravimetric data of regional and local character, was possible to establish or at least estimate the variations of the depth basement along to this profile. It was proposed three models and each one of them used different combinations of rock densities, what resulted in few minor differences as structural differences and few minor variations of depth of the basement. However, in a general way, the three models behaved similarly. Each one of the models proposed could be fragmented in five different compartments which reflect the gravimetric variations across the profile. According to the models proposed in this paper, the maximum depth of the basement is located at the West portion of Rift Guaritas, almost six kilometers, and the East portion has an extensive depositional structure.

Este trabalho visa contribuir ao estudo geotectônico relacionado à Bacia do Camaquã, no Estado do Rio Grande do Sul, a partir de dados gravimétricos provenientes do Rifte Guaritas. Com este intuito, foram propostos três modelos de um perfil que corta perpendicularmente o trend do Rifte Guaritas e suas unidades. O mapa Bouguer residual, com valores entre –36 e 29 mGal, permitiu de maneira geral, delimitar áreas que possuem diferentes profundidades de embasamento. Os altos valores de gravidade podem indicar porções onde o topo do embasamento possui baixas profundidades ou rochas de maior densidade, enquanto que baixos valores podem estar associados a grandes profundidades ou rochas de densidade inferior. Com base nos dados de gravimetria, de caráter local à regional, foi possível estabelecer e, em algumas situações, estimar, o comportamento do embasamento ao longo deste perfil. Convêm ressaltar que cada modelo proposto contou com valores diferenciados de densidades de rocha, o que resultou em pequenas diferenças, tais como estruturais e variações de profundidade do embasamento. Porém, de modo geral, os três modelos se comportam de maneira muito semelhante. Cada um dos modelos propostos pode ser separado em cinco diferentes compartimentações que refletem as variações gravimétricas ao longo do perfil. De acordo com os modelos propostos neste trabalho a profundidade máxima do embasamento está localizada na porção oeste do Rifte Guaritas, chegando próxima dos seis quilômetros e a porção leste possui uma extensa estrutura deposicional. / This dissertation aims to contribute to geotectonic study related to Camaqua Basin, from gravimetric data of the Guaritas Rift. For this was proposed three models of one perpendicular profile which cross the trend of the Guaritas Rift. The residual Bouguer map, with values between -36 to 29 mGal, let, in general, to delimit areas with different depth of basement. The values of gravity may show areas where the top of the basement has low depths or rocks of major density while low values could be associated to great depth or rocks of minor density. Based on the gravimetric data of regional and local character, was possible to establish or at least estimate the variations of the depth basement along to this profile. It was proposed three models and each one of them used different combinations of rock densities, what resulted in few minor differences as structural differences and few minor variations of depth of the basement. However, in a general way, the three models behaved similarly. Each one of the models proposed could be fragmented in five different compartments which reflect the gravimetric variations across the profile. According to the models proposed in this paper, the maximum depth of the basement is located at the West portion of Rift Guaritas, almost six kilometers, and the East portion has an extensive depositional structure.

Este trabalho visa contribuir ao estudo geotectônico relacionado à Bacia do Camaquã, no Estado do Rio Grande do Sul, a partir de dados gravimétricos provenientes do Rifte Guaritas. Com este intuito, foram propostos três modelos de um perfil que corta perpendicularmente o trend do Rifte Guaritas e suas unidades. O mapa Bouguer residual, com valores entre –36 e 29 mGal, permitiu de maneira geral, delimitar áreas que possuem diferentes profundidades de embasamento. Os altos valores de gravidade podem indicar porções onde o topo do embasamento possui baixas profundidades ou rochas de maior densidade, enquanto que baixos valores podem estar associados a grandes profundidades ou rochas de densidade inferior. Com base nos dados de gravimetria, de caráter local à regional, foi possível estabelecer e, em algumas situações, estimar, o comportamento do embasamento ao longo deste perfil. Convêm ressaltar que cada modelo proposto contou com valores diferenciados de densidades de rocha, o que resultou em pequenas diferenças, tais como estruturais e variações de profundidade do embasamento. Porém, de modo geral, os três modelos se comportam de maneira muito semelhante. Cada um dos modelos propostos pode ser separado em cinco diferentes compartimentações que refletem as variações gravimétricas ao longo do perfil. De acordo com os modelos propostos neste trabalho a profundidade máxima do embasamento está localizada na porção oeste do Rifte Guaritas, chegando próxima dos seis quilômetros e a porção leste possui uma extensa estrutura deposicional. / This dissertation aims to contribute to geotectonic study related to Camaqua Basin, from gravimetric data of the Guaritas Rift. For this was proposed three models of one perpendicular profile which cross the trend of the Guaritas Rift. The residual Bouguer map, with values between -36 to 29 mGal, let, in general, to delimit areas with different depth of basement. The values of gravity may show areas where the top of the basement has low depths or rocks of major density while low values could be associated to great depth or rocks of minor density. Based on the gravimetric data of regional and local character, was possible to establish or at least estimate the variations of the depth basement along to this profile. It was proposed three models and each one of them used different combinations of rock densities, what resulted in few minor differences as structural differences and few minor variations of depth of the basement. However, in a general way, the three models behaved similarly. Each one of the models proposed could be fragmented in five different compartments which reflect the gravimetric variations across the profile. According to the models proposed in this paper, the maximum depth of the basement is located at the West portion of Rift Guaritas, almost six kilometers, and the East portion has an extensive depositional structure.

Urban pluvial floods occur during extreme rain events and both occurrence and magnitude of these floods are expected to increase. Preserving or constructing green areas in urban areas has been shown to mitigate and control these floods. The common way to evaluate flood risks is to set up a rainfall-runoff model, but these studies are often case related and only investigate the soil characteristics for that specific case. Multiple studies have also stated that the difference between major and minor flooding effects is connected to the antecedent soil moisture content. This thesis attempts to investigate how different soil characteristics influencing infiltration affect the hydraulic response in two Swedish urban catchments and if antecedent soil moisture is a critical factor. To evaluate the hydraulic response, a two-dimensional surface runoff model of two different urban catchments was forced with a hyetograph of a CDS-rain with a return period of 100 years. The simulations were conducted with three different soil types for all urban green areas: clay, sandy loam and sand, and three different antecedent soil moisture contents for clay and sandy loam. Flood extent and discharge from catchment area was evaluated, as was flood depth and overland flow in 16 chosen evaluation points. The results showed that with decreasing infiltration rate of a soil and with increasing antecedent soil moisture content, the severity of the flood and discharge at the catchment outlet was increased. It was also concluded that soil type affects flood extent, flood depth, overland flow and discharge from catchment to a greater extent than antecedent soil moisture.

[ES] The automotive industry represents one of the most important sectors in the world. Given its socio-economic influence, research is aimed at reducing fuel consumption and emissions. Turbochargers provide several benefits including increased power for a given engine size, improved fuel economy and reduced emissions. The turbocharger is an important piece for the new generation of engines that must comply with the Euro 6 or in the U.S. Tier 3 vehicle emissions and fuel standard program. As more effort is made to increase efficiencies and reduce emissions, the complexity of the system increases. The high rotational speeds, pulsating flow conditions and high temperature differences between working fluids (exhaust gases, compressed air, lubricating oil, coolant fluids) make the turbo-charging a challenging task. Numerical simulation opens a range of possibilities to study the performance, efficiency and design of components in the turbocharger, but requires continued accuracy refinements. In this thesis, a great effort has been made to improve the overall understanding of the different physical phenomena that occur inside the turbocharger. Both, experimental and modelling efforts have been made to understand the thermal behaviour of the turbocharger under engine start/stop conditions. After state-of-the-art review of thermal studies and heat transfer simulation codes, this work presents an extensive experimental testing campaign that includes a thermal characterization of the turbocharger in stationary and transient conditions. Subsequently, several turbochargers were measured to assess the consequences that degraded oils can generate in the bearing system during endurance tests of oil-coking. To minimize the possibilities of coke formation, some theoretical studies were done. First, a 1D turbocharger model was used in GT-PowerTM for a detailed study of the temperature rise in the central housing during an engine hot-stop. The simulated cooling strategies aims to find an optimal in terms of minimizing extra energy consumption per K housing temperature reduction. After, a 2D radial model is proposed as improvement of an existing one-dimensional model developed at CMT - Universitat Politècnica de València. Aiming for a low computational cost, the radial model was developed to be compatible with fast one-dimensional engine simulations. Later, a detailed solution of heat fluxes was made by means of CFD using a 3D design of the turbocharger's central housing. The 3D model improved the results when temperature of the bearings/shaft is required. Additionally, thermal properties within the turbocharger can be obtained and therefore a reduction of the experimental tasks in the thermohydraulic test bench. Both 2D and 3D models were validated using experimental data, demonstrating predictive accuracy improvements on the results of previous models. / [CA] La industria automotriz representa uno de los sectores más importantes del mundo. Dada su influencia socioeconómica, la investigación está destinada a reducir el consumo de combustible y las emisiones. Los turbocompresores ofrecen varios beneficios, entre ellos, mayor potencia para un tamaño de motor determinado, mejor economía de combustible y reducción de emisiones. El turbocompresor es una pieza importante para la nueva generación de motores que deben cumplir con la normativa Euro 6 o en el programa estándar de emisiones y combustible de los EE. UU. Tier 3. A medida que se hacen más esfuerzos para aumentar la eficiencia y reducir las emisiones, la complejidad del sistema aumenta. Las altas velocidades de rotación, las condiciones de flujo pulsante y las altas diferencias de temperatura entre los fluidos de trabajo (gases de escape, aire comprimido, aceite lubricante, fluidos refrigerantes) hacen que la turbocarga sea una tarea desafiante. La simulación numérica abre un rango de posibilidades para estudiar el rendimiento, la eficiencia y el diseño de los componentes en el turbocompresor, pero requiere continuos refinamientos de precisión. En esta tesis, se ha hecho un gran esfuerzo para mejorar la comprensión global de los diferentes fenómenos físicos que ocurren al interior del turbocompresor. Se han hecho esfuerzos experimentales y de modelado para comprender el comportamiento térmico del turbocompresor en condiciones de arranque/parada del motor. Luego de una revisión de los estudios térmicos y de los códigos de simulación de transferencia de calor, éste trabajo presenta una extensa campaña de pruebas experimentales que incluye una caracterización térmica del turbocompresor en condiciones estacionarias y transitorias. Posteriormente, se midieron varios turbocompresores para evaluar las consecuencias que los aceites degradados pueden generar en el sistema de rodamientos durante pruebas de resistencia de coque de aceite. Para minimizar las posibilidades de formación de coque, se realizaron algunos estudios teóricos. En primer lugar, se usó un modelo de turbocompresor 1D en GT-PowerTM para un estudio detallado del aumento de temperatura de la carcasa central del turbocompresor durante un paro en caliente del motor. Las estrategias de enfriamiento simuladas apuntan a encontrar un óptimo en términos de minimizae el consumo de energía extra por reducción de la temperatura de la carcasa en Kelvin. Posteriormente, se propone un modelo radial 2D como mejora de un modelo unidimensional existente desarrollado en la CMT - Universitat Politècnica de València. Con el objetivo de conseguir un bajo costo computacional, el modelo radial 2D se desarrolló para ser compatible con simulaciones unidimensionales rápidas de motor. Después, se realizó una solución detallada de los flujos de calor mediante CFD utilizando un diseño 3D de la carcasa central del turbocompresor. El modelo 3D mejora los resultados cuando se requiere la temperatura de los cojinetes/eje. Además, con ésta campaña de CFD se pueden obtener propiedades térmicas dentro del turbocompresor y, por lo tanto, una reducción de las tareas experimentales en el banco de pruebas termohidráulico. Ambos modelos 2D y 3D fueron validados utilizando datos experimentales, demostrando mejoras de precisión de predicción sobre los resultados de modelos anteriores. / [EN] La indústria automotriu representa un dels sectors més importants del món. Donada la seua influència socioeconòmica, la investigació està destinada a reduir el consum de combustible i les emissions. Els turbocompressors oferixen diversos beneficis, entre ells, major potència per a una grandària de motor determinat, millor economia de combustible i reducció d'emissions. El turbocompressor és una peça important per a la nova generació de motors que han de complir amb la normativa Euro 6 o en el programa estàndard d'emissions i combustible dels EE. UU. Tier 3. A mesura que es fan més esforços per a augmentar l'eficiència i reduir les emissions, la complexitat del sistema augmenta. Les altes velocitats de rotació, les condicions de flux polsen-te i les altes diferències de temperatura entre els fluids de treball (gasos de fuga, aire comprimit, oli lubricant, fluids refrigerants) fan que la turbocarga siga una tasca desafiador. La simulació numèrica obri un rang de possibilitats per a estudiar el rendiment, l'eficiència i el disseny dels components en el turbocompressor, però requerix continus refinaments de precisión. En aquesta tesi, s'ha fet un gran esforç per a millorar la comprensió global dels diferents fenòmens físics que ocorren a l'interior del turbocompressor. S'han fet esforços experimentals i de modelatge per a comprendre el comportament tèrmic del turbocompressor en condicions d'arranque/parada del motor. Després d'una revisió dels estudis tèrmics i dels codis de simulació de transferència de calor, este treball presenta una extensa campanya de proves experimentals que inclou una caracterització tèrmica del turbocompressor en condicions estacionàries i transitòries. Posteriorment, es van mesurar uns quants turbocompressors per a avaluar les conseqüències que els olis degradats poden generar en el sistema de rodaments durant proves de resistència de coc d'aceite. Per a minimitzar les possibilitats de formació de coc, es van realitzar alguns estudis teòrics. En primer lloc, es va usar un model de turbocompressor 1D en GT- Power \textsuperscript{TM} per a un estudi detallat de l'augment de temperatura de la carcassa central del turbocompressor durant una desocupació en calent del motor. Les estratègies de refredament simulades apunten a trobar un òptim en termes de minimizae el consum d'energia extra per reducció de la temperatura de la carcassa en Kelvin. Posteriorment, es proposa un model radial 2D com a millora d'un model unidimensional existent desenrotllat en la CMT - Universitat Politècnica de València. Amb l'objectiu d'aconseguir un baix cost computacional, el model radial 2D es va desenrotllar per a ser compatible amb simulacions unidimensionals ràpides de motor. Después, es va realitzar una solució detallada dels fluxos de calor per mitjà de CFD utilitzant un disseny 3D de la carcassa central del turbocompressor. El model 3D millora els resultats quan es requerix la temperatura dels cojinetes/eje. A més, amb esta campanya de CFD es poden obtindre propietats tèrmiques dins del turbocompressor i, per tant, una reducció de les tasques experimentals en el banc de proves termohidráulico. Ambdós models 2D i 3D van ser validats utilitzant dades experimentals, demostrant millores de precisió de predicció sobre els resultats de models anteriores. / Rodriguez Usaquén, YT. (2019). Experimental study of oil coking problem and contribution to the modelling of heat transfer in turbochargers [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/117314

Pluvial floods are formed directly from surface runoff after extreme rain events. Urban areas are prone to suffer from these floods due to large portions of hardened surfaces and limited capacity in the stormwater infrastructure. Previous research has shown that catchment response is influenced by the spatio-temporal behaviour of the rainstorm. A rainstorm moving in the same direction as the surface flow can amplify the runoff peak and temporal variability of rainfall intensity generally results in greater peak discharge compared to constant rainfall. This research attempted to relate the effect of storm movement on flood propagation in urban pluvial flooding to the effect from different distributions of rainfall intensity. An additional objective was to investigate the flood response from recent findings on the temporal variability in Swedish rain events and compare it to the flood depths produced by a CDS-rain (Chicago Design Storm), where the latter is the design practice in flood modelling today. A 2D surface model of an urban catchment was coupled with a 1D model of the drainage network and forced by six different hyetographs. Among them were five empirical hyetographs developed by Olsson et al. (2017) and one a CDS-rain. The rainstorms were simulated to move in different directions: along and against the surface flow direction, perpendicular to it and with no movement. Maximum flood depth was evaluated at ten locations and the model results show that storm movement had negligible effect on the flood depths. The impact from the movement was likely limited by the big difference in speed between the rainstorm and the surface flow. All evaluated locations showed a considerable sensitivity to changes in the hyetograph. The maximum flood depth increased at most with a factor of 1.9 depending on the hyetograph that was used as model input. The CDS-rain produced higher flood depths compared to the empirical hyetographs, although one of the empirical hyetographs produced a similar result. Based on the results from this case study, it was concluded that storm movement was not as critical as the temporal variability of rainfall when evaluating maximum flood depth. / Pluviala översvämningar skapas från ytavrinning vid intensiva nederbördstillfällen. De uppstår ofta i urbana miljöer till följd av den höga andelen hårdgjorda ytor och ledningsnätets begränsade kapacitet. Forskning har visat att ett regnmolns rörelseriktning och hastighet påverkar avrinningsförloppet. Om molnet rör sig längs med flödesriktningen i terrängen kan en ökning i vattenlödet nedströms ett avrinningsområde uppstå. Denna effekt har visat sig vara störst om hastigheten hos regnmolnet och vattenflödet är likvärdiga. Ytterliggare en faktor som påverkar avrinningsförloppet är hur regnintensiteten är fördelad över tid. Olsson et al. (2017) har tagit fram fem empiriska regntyper som speglar tidsfördelning inom ett Svenskt regntillfälle. Inom översvämningsmodellering är det vanligt att använda ett så kallat CDS-regn (Chicago Design Storm), vilken har en given tidsfördelning. Med anledning av detta är det intressant att jämföra översvämningar genererade av ett CDS-regn och av de empiriska regntyperna. Syftet med denna studie var att utreda hur regnmolns rörelse påverkar urbana pluviala översvämningar med avseende på vattendjup, samt att jämföra denna påverkan med effekten från olika tidsfördelningar av regnintensiteter. En kombinerad dagvattenmodell (1D) och markavrinningsmodell (2D) av en mindre svensk tätort användes för att simulera olika regnscenarier. De fem empiriska regntyperna och ett CDS-regn simulerades med en rörelseriktning längs med, emot och vinkelrätt i förhållande till flödesriktningen. Även scenarier med stationära regnmoln simulerades. Maximala översvämningsdjup utvärderades i tio punkter spridda över hela modellområdet. Resultatet från simuleringarna visade att regnmolnets rörelse hade försumbar påverkan på översvämningsdjupen. De olika tidsfördelningarna av regnintensitet hade däremot betydande påverkan på de maximala översvämningsdjupen. Som mest var det det maximala översvämningsdjupet 1.9 gånger större beroende vilken regntyp som användes som indata. CDS-regnet genererade i regel de största översvämningsdjupen, även om utfallet från en av de fem empiriska regntyperna var förhållandevis likvärdigt. Regnintensitetens tidsfördelning var därmed en kritisk parameter vid den hydrauliska modelleringen av urbana pluviala översävmningar, till skillnad från molnrörelse som hade försumbar påverkan.