L'adaptation des villes au changement climatique constitue un enjeu majeur des politiques d’aménagement. Promouvoir l'intégration des infrastructures vertes et bleues dans l'environnement urbain entant que stratégies d'adaptation implique ainsi de comprendre leurs impacts sur les bilans en eau et en énergie. Un modèle hydro microclimatique,TEB-Hydro, a préalablement été développé en tenant compte du couplage détaillé des deux bilans. Cependant, des études récentes ont mis en cause la représentation des processus hydrologiques en sous-sol urbain. Ainsi, ce travail de thèse consiste à améliorer la composante hydrologique du modèle (drainage de l’eau du sol par les réseaux, écoulements souterrains vertical et latéral). Après calage,une évaluation hydrologique est réalisée sur deux bassins versants urbains de Nantes. Dans les deux cas, le calage fait ressortir la même configuration de simulation, malgré des morphologies différentes, ce qui est encourageant pour des applications du modèle en projection climatique. L’évaluation hydrologique met en avant les paramètres clés du modèle et démontre une amélioration du processus de l’infiltration de l’eau du sol dans le réseau d’assainissement. L’évaluation hydro-énergétique du modèle démontre une représentation satisfaisante des flux de chaleur sensible et latente. Le fonctionnement du modèle vis-à-vis de l’évapotranspiration est discuté via le prisme de la végétation et de la morphologie urbaine. Une première application de TEB-Hydro en contexte de changement climatique permet d’évaluer une méthode statistique existante de désagrégation et soulève la problématique de la représentation de la dynamique pluviométrique dans ce contexte. / Adapting growing cities to climate change is a major challenge in planning policy. Promoting the integration of green and blue infrastructures in the urban environment as adaptation strategies implies understanding their impacts on both the urban hydrological and energy balance. A hydro-microclimate model,TEB-Hydro, was developed previously, taking into account detailed coupling between the two balances. However, first model evaluation studies on different urban catchments have questioned the representation of the hydrological processes in the urban subsoil. This PhD work consists of performing new developments on the models hydrological component (soil-water drainage by sewer networks, vertical and lateral subsoil flows). After calibration a hydrological evaluation is performed on two urban catchments in Nantes. In both cases, the calibration brings out the same simulation configuration, despite different catchment related properties. This is encouraging for applying the model on climate projection. The hydrological evaluation highlights the model key parameters as well as shows improvements concerning sewer soilwater infiltration processes. In addition, a hydro-energetic evaluation shows a satisfactory representation of sensible and latent heat fluxes. The model operation vis-à vis evapotranspiration processes is discussed through vegetation and urban morphology. A first application of TEB-Hydro in climate change context enables evaluating an existing statistical disaggregation method as well as raises the problematic in representing rainfall dynamics for climate projection purposes.

Water infrastructures have been implemented to support the vital activities of human society. The infrastructure developments at the same time have interrupted the natural catchment response characteristics, challenging society to implement effective water resources planning and management strategies. The Telemark area in southern Norway has seen a large number of water infrastructure developments, particularly hydropower, over more than a century. Recent developments in decision support tools for flood control and reservoir operation has raised the need to compute inflows from local catchments, most of which are regulated or have no observed data. This has contributed for the motivation of this PhD thesis work, with an aim of improving runoff estimation at ungauged catchments, and the research results are presented in four manuscript scientific papers.  The inverse distance weighting, inverse distance squared weighting, ordinary kriging, universal kriging and kriging with external drift were applied to analyse precipitation variability and estimate daily precipitation in the study area. The geostatistical based univariate and multivariate map-correlation concepts were applied to analyse and physically understand regional hydrological response patterns. The Sobol variance based sensitivity analysis (VBSA) method was used to investigate the HBV hydrological model parameterization significances on the model response variations and evaluate the model’s reliability as a prediction tool. The HBV hydrological model space transferability into ungauged catchments was also studied.  The analyses results showed that the inverse distance weighting variants are the preferred spatial data interpolation methods in areas where relatively dense precipitation station network can be found.  In mountainous areas and in areas where the precipitation station network is relatively sparse, the kriging variants are the preferred methods. The regional hydrological response correlation analyses suggested that geographic proximity alone cannot explain the entire hydrological response correlations in the study area. Besides, when the multivariate map-correlation analysis was applied, two distinct regional hydrological response patterns - the radial and elliptical-types were identified. The presence of these hydrological response patterns influenced the location of the best-correlated reference streamgauges to the ungauged catchments. As a result, the nearest streamgauge was found the best-correlated in areas where the radial-type hydrological response pattern is the dominant. In area where the elliptical-type hydrological response pattern is the dominant, the nearest reference streamgauge was not necessarily the best-correlated. The VBSA verified that varying up to a minimum of four to six influential HBV model parameters can sufficiently simulate the catchments' responses characteristics when emphasis is given to fit the high flows. Varying up to a minimum of six influential model parameters is necessary to sufficiently simulate the catchments’ responses and maintain the model performance when emphasis is given to fit the low flows. However, varying more than nine out of the fifteen HBV model parameters will not make any significant change on the model performance.  The hydrological model space transfer study indicated that estimation of representative runoff at ungauged catchments cannot be guaranteed by transferring model parameter sets from a single donor catchment. On the other hand, applying the ensemble based model space transferring approach and utilizing model parameter sets from multiple donor catchments improved the model performance at the ungauged catchments. The result also suggested that high model performance can be achieved by integrating model parameter sets from two to six donor catchments. Objectively minimizing the HBV model parametric dimensionality and only sampling the sensitive model parameters, maintained the model performance and limited the model prediction uncertainty.

Flood estimation is often required in hydrologic design and has important economic significance. For example, in Australia, the annual spending on infrastructure requiring flood estimation is of the order of $650 million ARR (I.E. Aust., 1998). Rainfall-based flood estimation techniques are most commonly adopted in practice. These require several inputs to convert design rainfalls to design floods. Of all the inputs, loss is an important one and defined as the amount of precipitation that does not appear as direct runoff. The concept of loss includes moisture intercepted by vegetation, infiltration into the soil, retention on the surface, evaporation and loss through the streambed and banks. As these loss components are dependent on topography, soils, vegetation and climate, the loss exhibits a high degree of temporal and spatial variability during the rainfall event. In design flood estimation, the simplified lumped conceptual loss models were used because of their simplicity and ability to approximate catchment runoff behaviour. In Australia, the most commonly adopted conceptual loss model is the initial losscontinuing loss model. For a specific part of the catchment, the initial loss occurs prior to the commencement of surface runoff, and can be considered to be composed of the interception loss, depression storage and infiltration that occur before the soil surface saturates. ARR (I. E. Aust., 1998) mentioned that the continuing loss is the average rate of loss throughout the remainder of the storm. At present, there is inadequate information on design losses in most parts of Australia and this is one of the greatest weaknesses in Australian flood hydrology. Currently recommended design losses are not compatible with design rainfall information in Australian Rainfall and Runoff. Also design losses for observed storms show a wide variability and it is always difficult to select an appropriate value of loss from this wide range for a particular application. Despite the wide variability of loss values, in the widely used Design Event Approach, a single value of initial and continuing losses is adopted. Because of the non-linearity in the rainfall-runoff process, this is likely to introduce a high degree of uncertainty and possible bias in the resulting flood estimates. In contrast, the Joint Probability Approach can consider probability-distributed losses in flood estimation. In ARR (I. E. Aust., 1998) it is recommended to use a constant continuing loss value in rainfall events. In this research it was observed that the continuing loss values in the rainfall events were not constant, rather than it decays with the duration of the rainfall event. The derived loss values from the 969 rainfall and streamflow events of Queensland catchments would provide better flood estimation than the recommended design loss values in ARR (I. E. Aust., 1998). In this research, both the initial and continuing losses were computed using IL-CL loss model and a single median loss value was used to estimate flood using Design Event Approach. Again both the initial and continuing losses were considered to be random variables and their probability distribution functions were determined. Hence, the research showed that the probability distributed loss values can be used for Queensland catchments in near future for better flood estimate. The research hypothesis tested was whether the new loss value for Queensland catchments provides significant improvement in design flood estimation. A total of 48 catchments, 82 pluviograph stations and 24 daily rainfall stations were selected from all over Queensland to test the research hypothesis. The research improved the recommended design loss values that will result in more precise design flood estimates. This will ultimately save millions of dollars in the construction of hydraulic infrastructures.

Abstract This thesis describes the development of a new precipitation index-based conceptual water balance model with parameters easily regionalized through the functional relationship with catchment and climate attributes. It also presents a simple method for improving model dynamics for streamflow simulations in a non-stationary climate. The model was developed for streamflow modelling and prediction in high-latitude catchments, where model parameter regionalization is difficult due to limited availability of hydrological data for the region. The model couples a snow accumulation and melt formulation with a current precipitation index (CPI) formulation to simulate daily precipitation in runoff hydrograph pattern from catchments with seasonal snow cover. Using new runoff conversion factors CT and Lf, and a threshold flow factor ThQ, the simulated CPI hydrograph is converted into daily runoff and routed using the transformation function Maxbas. The model was developed in Microsoft Excel workbook and tested in 32 catchments in Finland, a region with considerable seasonal snow cover. The results showed that the model can adequately simulate and reproduce the dynamics of daily runoff from catchments where the underlying physical conditions are not known. In addition, incorporating temperature conditions influencing inter-annual variability in streamflow into the model structure improved its structural dynamics, thereby improving its performance in a non-stationary climate. Most model parameters showed strong relationships with observable catchment characteristics, climate characteristics, or both. The parameter functional relationships derived from the model parameter-catchment relationships produced equally good model results when applied to independent test catchments used as mock-ungauged catchments. Inclusion of snow-water equivalent records and use of multiple objective functions for snow-water equivalent and runoff simulations during model optimization helped reduce the effect of parameter equifinality, making it easier to determine optimal parameter values. The current precipitation index (CPIsnow) model is a parsimonious tool for predicting streamflow in data-limited high-latitude regions. / Tiivistelmä Tämä väitöskirja käsittelee yksinkertaisen sadantaan perustuvan konseptuaalisen vesitasemallin kehitystä ja soveltamista boreaalisille valuma-alueille sekä malliin liittyvää alueellista parametrisointia valuma-alueominaisuuksien ja ilmastoaineiston perusteella. Hydrologinen malli on luotu laskemaan ja ennustamaan valuntaa pohjoisille valuma-alueille, joilta on vähän hydrologista tietoa. Malli yhdistää lumen kertymisen ja sulannan tunnettuun sadantaindeksiin perustuvaan malliin (CPI) ja edelleen simuloi päivittäisen hydrografin valuma-alueille, joilla on selkeä lumipeitteinen ajanjakso. Malli laskee MaxBas funktion avulla CPI:llä muodostetun hydrografin päivittäiseksi valunnaksi valuntaan liittyvien malliparametrien CT ja Lf sekä virtaaman kynnysarvon ThQ avulla. Malli kehitettiin Excel-ympäristössä ja sitä testattiin 32 valuma-alueella Suomessa. Valuma-alueet edustivat maantieteellisesti kattavasti alueita, joilla esiintyy tyypillisesti kausittainen lumipeite. Saadut tulokset osoittivat, että kehitetty malli simuloi ja tuottaa päivittäisen valunnan riittävällä tarkkuudella valuma-alueille, vaikka hydrologista ja fysikaalista tietoa alueilta olisi niukasti. Useimmat malliparametrit olivat vahvasti riippuvaisia joko valuma-alue ominaisuuksista tai ilmastollisista parametreista tai molemmista. Parametrien funktionaalinen yhteys muodostettiin valuma-alueiden ominaisuuksien perusteella ja testattiin riippumattomalla valuma-aluejoukolla hyvin tuloksin. Malliparametrien samatavoitteellisuutta eli ekvifinaliteettiä voitiin vähentää huomioimalla mallissa lumen vesiarvomittaukset sekä hyödyntämällä useita parametrisia funktioita. Tällöin myös optimaalisten parametrien löytyminen nopeutui ja helpottui. Tämän väitöstyön pohjalta syntynyt uusi sadannan indeksiin pohjautuva laskentamalli (CPIsnow) mahdollistaa valunnan arvioinnin pieniltä valuma-alueilta, joilta on niukasti aineistoa saatavilla ja joissa lumen sulanta ja kertyminen ovat keskeisiä hydrologisia prosesseja.

Le fonctionnement hydrologique des petits bassins versants ruraux de quelques km² à régime intermittent est complexe car de nombreux processus affectent le cheminement des eaux de surface. Il en résulte une variabilité de la densité de drainage et de la dynamique de l'écoulement au sein du réseau hydrographique. Cette dynamique de fonctionnement est peu prise en considération du fait des difficultés d'ordres techniques et économiques pour suffisamment observer les mouvements de l'eau à la surface. Or, c'est une information essentielle pour décrire la connectivité hydrologique du bassin qui représente la distribution spatiale et temporelle des surfaces contributives à l'écoulement par leur connexion au réseau de drainage. De telles connaissances seraient utiles pour traiter la question de la séparation entre production et transfert effectuée dans les modèles hydrologiques, avec la perspective de proposer des simulations plus justes physiquement. L'objectif de la thèse est de proposer des approches spatiales pour mieux intégrer la dynamique de fonctionnement du réseau de drainage en lien étroit avec la réponse hydrologique du bassin. Le Mercier (7 km²) est le site expérimental situé en tête du bassin versant de l'Yzeron (142 km²) localisé à l'ouest de l'agglomération lyonnaise. Ce bassin sur socle cristallin est composé essentiellement de surfaces agricoles et de forêts. Son fonctionnement hydrologique est affecté par l'existence de zones humides contributives. Un réseau de routes et de fossés anthropiques s'ajoute aux talwegs naturels. Les méthodes développées relèvent de deux approches : (1) la microtopographie issue d'un MNT LiDAR (Light Detection and Ranging) permet d'identifier et décrire des extensions fonctionnelles du réseau de drainage d'une part au niveau des linéaires artificiels avec un apport minimal de données externes, et d'autre part au niveau des talwegs naturels en distinguant la présence ou l'absence d'un chenal de drainage, signe d'un potentiel d'écoulement concentré. (2) Un dispositif de 18 capteurs limnimétriques est mis en œuvre pour assurer un suivi permanent de la réponse hydrologique par emboitement de stations au sein du réseau hydrographique. Cette observation « multi-locale » permet de mesurer l'évolution de la densité de drainage, d'identifier localement la hiérarchie des facteurs qui affectent la réponse et de distinguer différentes dynamiques de transfert dans le réseau de drainage. Les résultats des approches par la microtopographie et par observations multi-locales aident à identifier des régions du bassin au comportement différent. Ils permettent notamment de mieux comprendre les interrelations entre occupation du sol et processus hydrologiques, voire géomorphologie et processus. Ces résultats valident donc l'intérêt du capteur LiDAR et celui d'un dispositif in situ souple et adaptable pour proposer un « pattern de drainage » réaliste en limitant le recours au terrain. Enfin, ce pattern décrivant la tendance d'organisation spatiale des écoulements, est paramétré dans une fonction de transfert géomorphologique calculée sur la base des cheminements fournis par un MNT. L'usage de cet outil constitue une ébauche mais conforte l'idée d'un couplage entre le pattern de drainage et la réponse du bassin versant dans des conditions d'intensité pluvieuse soutenue et d'humidité modérée pour expliquer la réponse rapide du bassin. L'ensemble des résultats justifie donc la mise en avant de la nature transitoire du réseau de drainage pour paramétrer des modèles spatialisés avec la perspective d'améliorer leurs capacités prédictives. / Hydrological functioning of small temporary catchments depends on several processes governing transfer from surface water paths. As a result flow dynamics and drainage density are highly variable in space and time. But this complex dynamic is not enough taken into account because of technical and economical limitations. However, it is essential to describe hydrological connectivity as a spatial and temporal pattern of contributive areas to the drainage network. Get this pattern may facilitate the conceptual distinction between production and transfer functions to improve spatially distributed models. The aim of the study is to develop methods to describe spatial and temporal patterns of the drainage network in relation to catchment hydrological responses. The Mercier headwater catchment (7 km²) is located into the Yzeron catchment near Lyon (France). The land use is principally composed of agricultural plots and forested areas. The hydrographical network consists of natural thalwegs and many roadside ditches and agrarian ditches. Both approaches are developed for this purpose: first, the micro-topography from a LiDAR DEM helps to describe potential flow lengths from drainage network extensions during rainfall events. On the one hand, main artificial ditches are mapped from the DEM with minimal corrections from ancillary data. On the other hand, channelized or unchannelized reaches are located from the DEM into the natural thalwegs. Second, a water level sensor device is set up to record hydrological response from 18 stations located in nested sub-catchments into the hydrological network. These synoptic measurements are used to estimate temporal changes in drainage density, to analyze local hydrological functioning, or to describe flood propagation to the outlet. Results from both approaches lead to the identification of specific behaviors inside the hydrological network controlled by functional thresholds. These patterns help to better understand the relationship between land use and hydrological processes. The results also show the interest of LiDAR DEM and the suitability of adaptable distributed measurements as a substitute to heavy in situ studies for the identification of drainage patterns. Finally, to test the assumption of a gradual drainage network extension during a rainfall event, a simplified drainage pattern is processed into a geomorphological transfer function. This tool is fairly easy to set and is used to initiate an association between local hydrological knowledge and global catchment response. Both approaches lead to conclude that various drainage pattern must be integrated into spatially distributed models according to hydrological conditions, rather than a single hydrological network.

The increased temperatures in the Arctic accelerate the loss of land based ice stored in glaciers. The Greenland Ice Sheet is the largest ice mass in the Northern Hemisphere and holds ~10% of all the freshwater on Earth, equivalent to ~7 metres of global sea level rise. A few decades ago, the mass balance of the Greenland Ice Sheet was poorly known and assumed to have little impact on global sea level rise. The development of regional climate models and remote sensing of the ice sheet during the past decade have revealed a significant mass loss. To monitor how the Greenland Ice Sheet will affect sea levels in the future requires understanding the physical processes that govern its mass balance and movement. In the southeastern and central western regions, mass loss is dominated by the dynamic behaviour of ice streams calving into the ocean. Changes in surface mass balance dominate mass loss from the Greenland Ice Sheet in the central northern, southwestern and northeastern regions. Little is known about what the hydrological system looks like beneath the ice sheet; how well the hydrological system is developed decides the water’s impact on ice movement. In this thesis, I have focused on radar sounding measurements to map the subglacial topography in detail for a land-terminating section of the western Greenland Ice Sheet. This knowledge is a critical prerequisite for any subglacial hydrological modelling. Using the high-resolution ice thickness and bed topography data, I have made the following specific studies: First, I have analysed the geological setting and glaciological history of the region by comparing proglacial and subglacial spectral roughness. Second, I have analysed the subglacial water drainage routing and revealed a potential for subglacial water piracy between adjacent subglacial water catchments with changes in the subglacial water pressure regime. Finally, I have looked in more detail into englacial features that are commonly observed in radar sounding data from western Greenland. In all, the thesis highlights the need not only for accurate high-resolution subglacial digital elevation models, but also for regionally optimised interpolation when conducting detailed hydrological studies of the Greenland Ice Sheet. / De ökade temperaturerna i Arktis påskyndar förlusten av landbaserad is lagrad i glaciärer och permafrost. Grönlands inlandsis är den största ismassan på norra halvklotet och lagrar ca 10% av allt sötvatten på jorden, vilket motsvarar ca 7 meter global havsnivåhöjning. För ett par decennier sedan var inlandsisens massbalans dåligt känd och antogs ha liten inverkan på dagens havsnivåhöjning. Utvecklingen av regionala klimatmodeller och satellitbaserad fjärranalys av inlandsisen har under de senaste decenniet påvisat en betydande massförlust. För att förutse vilken inverkan inlandsisen har på framtida havsnivåhöjningar krävs en förståelse för de fysikaliska processerna som styr dess massbalans och isrörelse. I de sydöstra och centrala västra delarna av inlandsisen domineras massförlusten av dynamiska processer i isströmmar som kalvar ut i havet. Massförlusten i de centrala norra, sydvästra och nordöstra delarna domineras av isytans massbalans. Ytterst lite är känt om hur det hydrologiska systemet ser ut under inlandsisen; hur väl det hydrologiska systemet är utvecklat avgör vattnets påverkan på isrörelsen. I denna doktorsavhandling har jag använt markbaserade radarmätningar för att kartlägga den subglaciala topografin för en del av den västra landbaserade inlandsisen. Denna kunskap är en viktig förutsättning för att kunna modellera den subglaciala hydrologin. Med hjälp av rumsligt högupplöst data över istjockleken och bottentopografin har jag gjort följande specifika studier: Först har jag analyserat de geologiska och glaciologiska förhållandena i regionen genom att jämföra proglacial och subglacial spektralanalys av terrängens ytojämnheter. Sedan har jag analyserat den subglaciala vattenavrinningen och påvisat en potential för att avrinningsområdena kan ändras beroende på vattentryckförhållandena på botten. Slutligen har jag tittat mer i detalj på englaciala radarstrukturer som ofta observerats i radardata från västra Grönland. Sammanfattningsvis belyser avhandlingen behovet av inte bara noggranna rumsligt högupplösta subglaciala digitala höjdmodeller, utan även regionalt optimerad interpolering när detaljerade hydrologiska studier ska utföras på Grönlands inlandsis.

Issues arising from climate change and long-term natural climate variability have become the focus of much recent research. In this study, we specifically explore the impacts of long-term climate variability and climate changes upon flood frequencies. The analyses of the flood frequencies are carried out in a comparative manner in catchments located in semiarid-temperate and tropical landscapes in Australia, namely Perth, Newcastle and Darwin, using a process-based derived flood frequency approach. The derived flood frequency analyses are carried out using deterministic rainfall-runoff models that capture the intrinsic water balance variability in the study catchments, and driven by temporal rainfall event sequences that are generated by a stochastic rainfall model that incorporates temporal variabilities over a multiplicity of time scales, ranging from within-event, between-event to seasonal, multi-annual and multi-decadal time scales. Six climate scenarios are considered for Newcastle, that combine the ENSO (El Niño Southern Oscillation) and IPO (Inter-decadal Pacific Oscillation) modes of variability, and six different climate scenarios are considered for Perth and Darwin that combine these different ENSO modes and step changes in climate (upwards or downwards) that occurred in 1970 in both regions, which were identified through statistical analysis. The results of the analyses showed that La Niña years cause higher annual maximum floods compared to El Niño and Neutral years in all three catchments. The impact of ENSO on annual maximum floods in the Newcastle catchment is enhanced when the IPO is negative and for Perth, the impact of ENSO weakens in the post-1970 period, while it strengthens in Darwin in the same period. In addition, the results of sensitivity and scenario analyses with the derived flood frequency model explored the change of dominant runoff generation processes contributing to floods in each of the study catchments. These analyses highlighted a switch from subsurface stormflow to saturation excess runoff with a change of return period, which was much more pronounced in Perth and Darwin, and not so in Newcastle. In Perth and Darwin this switch was caused by the interactions between the out-of-phase seasonal variabilities of rainfall and potential evaporation, whereas the seasonality was much weaker in Newcastle. On the other hand, the combination of higher rainfall intensities and shallower soil depths led to saturation excess runoff being the dominant mechanism in Newcastle across the full range of return periods. Consequently, within-storm rainfall intensity patterns were important in Newcastle in all major flood producing events (all return periods), where they were only important in Perth and Darwin for floods of high return periods, which occur during wet months in wet years, when saturation excess runoff was the dominant mechanism. Additionally, due to the possibility of a change of process from subsurface stormflow to saturation excess when conditions suited this switch, the estimates of flood frequency are highly uncertain especially at high return periods (in Darwin and Perth) and much less in Newcastle (when no process change was involved).

Esta dissertação apresenta os resultados do estudo de monitoramento da qualidade de água na região hidrográfica da Baixada de Jacarepaguá através de coletas e posterior análise laboratorial realizadas na bacia hidrográfica experimental e representativa do Rio Morto. A bacia possui características predominantes peri-urbanas. / This thesis presents the results of the monitoring study of water quality in the river basin district of Jacarepagua marshland through collections and further laboratory analysis conducted in experimental and representative basin of the Dead River. The basin has peri- urban predominant features .

Esta dissertação apresenta os resultados do estudo de monitoramento da qualidade de água na região hidrográfica da Baixada de Jacarepaguá através de coletas e posterior análise laboratorial realizadas na bacia hidrográfica experimental e representativa do Rio Morto. A bacia possui características predominantes peri-urbanas. / This thesis presents the results of the monitoring study of water quality in the river basin district of Jacarepagua marshland through collections and further laboratory analysis conducted in experimental and representative basin of the Dead River. The basin has peri- urban predominant features .