Durant l’épisode de canicule-sécheresse de 2003, les peuplements de douglas et de hêtres en Bourgogne ont été lourdement affectés, présentant des symptômes de dépérissement et de surmortalité. Cet épisode semble être la première occurrence d’aléas climatiques attendus dans un futur proche et remet en question leur pérennité en Bourgogne puisque leur vulnérabilité au climat est attribuable à l'amplitude et au cumul des contraintes hydriques exercées durant leur cycle de végétation. Dans le contexte du changement climatique et en réponses aux demandes des gestionnaires forestiers qui s’appuient partiellement sur une cartographie de l’évolution des contraintes climatiques jusqu’à la fin de ce siècle, ce travail explore la capacité d’une chaîne de modélisation hydroclimatique haute résolution couplant le modèle de climat régional WRF alimenté par les réanalyses ERA-Interim au modèle de bilan hydrique Biljou© ˆ simuler des indices de déficit hydrique pour ces deux essences. La première partie de ce travail propose une analyse de la capacité du modèle WRF à simuler chacune des variables atmosphériques de surface qui sont utilisées en entrée du modèle du bilan hydrique. L’analyse de la capacité du modèle à simuler ces variables repose (i) sur une approche comparative directe entre les données simulées par WRF et les observations enregistrées par le réseau de stations Météo-France et les réanalyses SAFRAN à l’échelle de la région, de la station, et du peuplement forestier, (ii) sur une approche indirecte utilisant l’évapotranspiration potentielle (ETP) et la relation entre les indices de croissance radiale et les indices de déficit hydrique calculés par le modèle d’impact pour les deux essences. Les résultats montrent une amélioration significative des données ERA-Interim par le modèle WRF pour chacune des variables ainsi qu’une capacité certaine à les spatialiser à haute résolution. Toutefois, la bonne reproduction de l’ETP par WRF, combinée à la faible corrélation entre la moyenne annuelle des indices de déficit hydrique estimés avec les données WRF et la moyenne annuelle des indices de croissance radiale montrent que les difficultés de WRF à simuler le déficit hydrique sont principalement imputables à ses biais de précipitations. La seconde partie propose l’application d’une post-correction statistique aux données de précipitations WRF. Bien que cette méthode améliore significativement la distribution spatiale des précipitations, leurs variabilités saisonnière et interannuelle et surtout les cumuls précipités, les données post-corrigées ne permettent pas de reproduire un indice de déficit hydrique suffisamment proche de celui estimé à partir des observations ou des analyses SAFRAN. Deux nouvelles simulations résolvant explicitement les processus convectifs et utilisant un guidage spectral ont permis de montrer à partir de deux années types que cette déficience est imputable à l’incapacité de la méthode de correction à résoudre les différences de timing de la variabilité climatique transitoire simulée par WRF. Deux types d’erreurs de modélisation climatique, survenant indépendamment, sont donc d'une importance primordiale pour les études d'impact: (i) la chronologie des événements pluvieux ; (ii) la distribution statistique des précipitations quotidiennes. La combinaison de ces deux éléments contrôle le nombre de jours franchissant le seuil de 40% de réserve relative en eau du sol et indirectement l’intensité des indices de déficit hydrique. / During the 2003 drought and heat wave event, douglas-fir and common beech stands in Burgundy have been heavily affected, and presented symptoms of dieback and mortality. This event seems to be the first occurrence of expected climatic changes in the near future and questions their sustainability in Burgundy since their climate vulnerability is mainly due to the amplitude and accumulated water constraints exercised during their growing cycle. In the context of climate change and in order to provide information to forest managers who partly rely on a mapping of the climatic constraints until the end of this century, this work explores the ability of a high resolution hydroclimatic modelling chain, coupling the regional climate model WRF to the daily lumped water balance model Biljou© in order to simulate soil water deficit indices for these two species. The first part of this paper analyzes the capacity of WRF model to simulate each surface atmospheric variable used as input for the water balance computation. The analysis of model's ability to simulate these variables is based on (i) a direct and comparative approach between WRF simulated data and observations recorded by the Météo-France stations network and SAFRAN reanalyses across the whole region, over stations and forest stands, (ii) on an indirect approach using the potential evapotranspiration and soil water deficit index calculated by Biljou©. Results show a significant improvement upon the ERA-Interim data for each variable and a strong ability to produce reliable data at high resolution. However, the WRF capability to estimate a realist potential evapotranspiration, combined to the the low correlation between the average annual soil water deficit and radial growth indexes, show that the WRF deficiencies in simulating water deficit are mainly attributable to its precipitation biases. The second part proposes to apply a statistical post-correction to the WRF precipitation data. Although this method significantly improves the spatial distribution of precipitation, their seasonal and interannual variability and precipitation amounts, post-corrected data do not produce a water deficit index sufficiently close to those ones estimated from observations or SAFRAN reanalysis. Two new simulations explicitly solving convective processes and using a spectral nudging have shown that this deficiency is mainly attributable to the inability of the correction method to solve timing differences of the transient climate variability simulated by WRF. This work showed that two types of climate modeling errors occurring independently, are major issues for impact studies: (i) the timing of precipitations events ; (ii) the statistical distribution of daily precipitation. Combined together, they control the number of days crossing the 40% threshold of relative extractable water and indirectly the soil water deficit index intensity.

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / The expansion of soybean production area in Planosols is rather limited by the high frequency of occurrence of excess water, leading to reduced availability of oxygen in the root zone, reduced photosynthesis, as well as productivity, depending on its duration and developmental phase of plants it occurs. The aim of this study was to identify sowing dates with smaller risk of excess water to the subperiods and crop cycle, taking into account three relative maturity groups of soybean cultivars and water storage capacity of Planosols in the central region of Rio Grande do Sul State. The simulation of soybean development and the calculation of crop daily sequential water balance were performed at different sowing dates in each year from August 1968 to July 2012. Thus, the change of soil water storage and the water surpluses in the different soybean developmental phases were quantified for each sowing date. Data from days with excess water were submitted to analysis of variance and Scott-Knott test at 5% probability, and the sources of variation were sowing dates, soils and their interaction. These data also were submitted to the probability distribution analysis, using the chi-square and Kolmogorov-Smirnov tests to verify the probability density function that best fit the data distribution. The greatest number of fittings for the development cycle and subperiods were obtained by the Gamma and Weibull functions, respectively. October's sowings have the highest risk of excess water during the crop cycle. Subperiod sowing-emergence shows up as the most limiting to define the sowing date. Due to the lowest risk of excess water in this sub-period, the sowing carried out after November 1st are the most favorable for soybean sowing in Planosols. / A expansão da área de produção de soja em Planossolos é bastante limitada pela elevada frequência de ocorrência de excesso hídrico, ocasionando redução na disponibilidade de oxigênio na zona radicular, redução da fotossíntese, assim como da produtividade, dependendo da duração do excesso e do subperíodo de desenvolvimento das plantas em que ocorre. O objetivo deste trabalho foi identificar datas de semeadura com menor risco de ocorrência de excesso hídrico para os subperíodos e ciclo da cultura, considerando três grupos de maturidade relativa de cultivares de soja e a capacidade de armazenamento de água dos Planossolos da região central do Rio Grande do Sul. A simulação do desenvolvimento da soja e o cálculo do balanço hídrico sequencial diário da cultura foram realizados em diferentes datas de semeadura de cada ano do período de agosto de 1968 a julho de 2012. Assim, a variação do armazenamento hídrico no solo e a ocorrência de excedentes hídricos nos diferentes subperíodos de desenvolvimento da soja foram quantificadas para cada data de semeadura. Os dados de dias de excesso hídrico foram submetidos à análise de variância e teste de Scott-Knott, a 5% de probabilidade de erro, sendo que as fontes de variação constaram das datas de semeadura, os solos e a sua interação. Os dados também foram submetidos à análise de distribuição de probabilidades, utilizando-se os testes qui-quadrado e Kolmogorov-Smirnov para verificar a função densidade probabilidade que melhor se ajustou à distribuição dos dados. O maior número de ajustes para o ciclo de desenvolvimento e para os subperíodos foram obtidos para as funções gama e weibull, respectivamente. As semeaduras realizadas no mês de outubro são as de maior risco de ocorrência de excesso hídrico ao longo do ciclo da cultura. O subperíodo semeadura-emergência mostra-se como o mais limitante para a definição da data de semeadura. Devido ao menor risco de ocorrência de excesso hídrico neste subperíodo as semeaduras realizadas após o dia primeiro de novembro são as mais favoráveis para a semeadura da soja em Planossolos.

Groundwater is the only fresh water resource in the semi-arid to hyper-arid Western Dead Sea catchment. Due to exploitation of groundwater the water level is decreasing in the surrounding Cretaceous aquifer system and sustainable water management is needed in order to prevent the progressive yields and contamination of those water resources. In addition, the water level of the Dead Sea decreases dramatically by at least one meter per year. This is connected to channel off the water from the Jordan River to supply intensive agriculture in the semi-arid to hyper-arid region. Hydrological and hydro-geological analysis and modelling in arid regions, like the study area, frequently suffer from data scarcity and uncertainties regarding rainfall and discharge measurements. The study showed that spatial and temporal interpolations as well as additional methods (e.g. empirical relationships and simultaneous numerical approaches) were suitable tools to overcome data shortage for modelling. Water balances are the result of a calibrated model and are the basis for sustainable management of surface and subsurface water resources. The present study investigates beside the hydrological characterisation of selected sub-catchments (wadis) also the hydro-geology of the Judean limestone aquifer and calculates a comprehensive water balance of the entire western flank of the Dead Sea by the application of two numerical open source codes: OpenGeoSys (OGS) and J2000g. The calibrated two-dimensional hydrological model J2000g provides a 33 years time series of temporal and spatial distributed groundwater recharge for the numerical groundwater flow model of OGS. The mean annual groundwater recharge of 139.9 · 10^6 m^3ˑ a^-1 is nearly completely depleted by abstractions from pumping wells close to the replenishment area in the Judea Mountains.

Groundwater is the only fresh water resource in the semi-arid to hyper-arid Western Dead Sea catchment. Due to exploitation of groundwater the water level is decreasing in the surrounding Cretaceous aquifer system and sustainable water management is needed in order to prevent the progressive yields and contamination of those water resources. In addition, the water level of the Dead Sea decreases dramatically by at least one meter per year. This is connected to channel off the water from the Jordan River to supply intensive agriculture in the semi-arid to hyper-arid region. Hydrological and hydro-geological analysis and modelling in arid regions, like the study area, frequently suffer from data scarcity and uncertainties regarding rainfall and discharge measurements. The study showed that spatial and temporal interpolations as well as additional methods (e.g. empirical relationships and simultaneous numerical approaches) were suitable tools to overcome data shortage for modelling. Water balances are the result of a calibrated model and are the basis for sustainable management of surface and subsurface water resources. The present study investigates beside the hydrological characterisation of selected sub-catchments (wadis) also the hydro-geology of the Judean limestone aquifer and calculates a comprehensive water balance of the entire western flank of the Dead Sea by the application of two numerical open source codes: OpenGeoSys (OGS) and J2000g. The calibrated two-dimensional hydrological model J2000g provides a 33 years time series of temporal and spatial distributed groundwater recharge for the numerical groundwater flow model of OGS. The mean annual groundwater recharge of 139.9 · 10^6 m^3ˑ a^-1 is nearly completely depleted by abstractions from pumping wells close to the replenishment area in the Judea Mountains.:Acknowledgements Abstract Nomenclature Content List of Figures List of Tables 1 Introduction 1.1 Motivation 1.2 State of the Field 1.3 General research questions 1.4 Challenges 1.5 Structure of the Thesis 2 Theory and Methods 2.1 Data analysis 2.2 Governing equations 2.2.1 Surface Flow - Hydrological Model: J2000g 2.2.2 Subsurface Flow - Groundwater Flow Model: OpenGeoSys 2.3 Groundwater recharge 3 Study area 3.1 Study site selection 3.2 Geography 3.2.1 Climate 3.2.2 Soils 3.2.3 Vegetation 3.2.4 Land use 3.3 Hydrology 3.3.1 Wadis 3.3.2 Flashfloods 3.3.3 Dead Sea 3.4 Geology 3.5 Hydro-geology 3.5.1 Springs 3.5.2 Well fields 4 Hydrological Model 4.1 Conceptual Model 4.2 Hydrological Model J2000g 4.2.1 Data base 4.2.2 Simulation results from J2000g 5 Structural geological model 5.1 Stratigraphy 5.2 Database 5.3 Workflow 6 Numerical groundwater flow model 6.1 Work flow of 2D and 3D meshing 6.2 Parametrisation 6.3 Boundary conditions 6.4 Model Set-up 6.5 Calibration of Steady-State model 6.6 Transient Model 6.6.1 Model assumptions 6.6.2 Challenges 6.6.3 Preliminary results 7 Conclusions and Outlook 7.1 Important results from the hydrological model 7.2 Important results from the geological structural model 7.3 Important results from the hydro-geological model 7.4 Deficiencies 7.5 Outlook References 8 Enclosed Publications

This PhD thesis compares the water regime of reclaimed and unreclaimed spoil heaps after brown coal mining, with special regard to the development of hydrological properties of soils, which are determinant for the movement and retention of water in the soil. The basic influence on the supply of soil water has the technology of pouring the spoil heaps and aging, which co-regulates the development of vegetation. During the development of soil's spoil heaps increases field water capacity and water retention, but also increases the wilting point. These changes are related to the accumulation of organic matter in the soil and the degradation of claystones to particle size of physical clay. The development of the ability of the spoil heaps soils to bind water is greater in reclaimed areas, where the upper organomineral horizon develops more rapidly, but there is also a wilting point and water consumption. On unreclaimed area, the soil substrate develops more slowly. Overall, the differences in water regime between reclaimed and unreclaimed areas are small.

As the need for climatic data is increasing in times of climate change and water scarcity, remote sensing (RS) and hydrological modelling are ways to battle these problems, especially in data scarce areas. The actual evapotranspiration (ETa) is one of the key parameters when assessing the water balance and a good estimate of this parameter is thus of great importance. In this study a hydrologicalmodel was created with the Soil and Water Assessment Tool (SWAT) over the Malwathu Oya river basin, Sri Lanka, and the SWAT ETa estimates were compared to RS derived ETa from FAO’s open access database WaPOR. A sensitivity analysis and a calibration with observed streamflow data of the SWAT model was conducted with the SUFI-2 algorithm in SWAT-CUP. The calibration was satisfactory and showed the following values for the performance parameters: R2 = 0.72, Nash-Sutcliffe Efficiency, NSE = 0.69, and Percent of Bias, PBIAS = -10.4. The most sensitive parameters were CN2 (runoff curve number for moisture condition II), SOL_AWC (soil available water capacity), and ESCO (soil evaporation compensation factor). The water balance partitioning from the calibrated SWAT model showed a ratio of 0.68 between ETa and precipitation as an annual average between 2012–2020. In the comparison between SWAT ETa and WaPOR ETa the SWAT ETa showed a clear underestimation, particularly during the drier Yala growing season (May – August). However, the SWAT land use classes representing the cultivated rice fields agreed well with WaPOR while the forest and range grasses were underpredicted. To increase the performance of SWAT in estimating ETa the following was recommended: improvement of the simulation of the shallow aquifers, more accurate forest parameters, deactivation of the default dormancy period in SWAT, calibration with ETa instead of streamflow, and a higher resolution soil map together with more soil measurements. / Eftersom behovet av klimatdata ökar i tider av klimatförändringar och vattenbrist är fjärranalys (RS) och hydrologisk modellering exempel på metoder för att lösa dessa problem, särskilt i områden med brist på data. Den faktiska evapotranspirationen (ETa) är en nyckelparameter vid bedömning av vattenbalansen och en bra uppskattning av denna parameter är därför av stor betydelse. I denna studie skapades en hydrologisk modell med Soil and Water Assessment Tool (SWAT) över avrinningsområdet Malwathu Oya i Sri Lanka, och SWAT ETa -uppskattningarna jämfördes med RS-beräknad ETa från FAO:s öppna databas WaPOR. En känslighetsanalys och en kalibrering med observerade flödesdata av SWAT-modellen utfördes med SUFI-2-algoritmen i SWAT-CUP. Kalibreringen var tillfredsställande och visade följande värden för prestandaparametrarna: R2 = 0,72, Nash-Sutcliffe-Efficiency, NSE = 0,69 och Percent of Bias, PBIAS = -10,4. De mest känsliga parametrarna var CN2 (avrinningskurvtal för fukttillstånd II), SOL_AWC (jordens tillgängliga vattenkapacitet) och ESCO (kompensationsfaktor för markavdunstning). Vattenbalansfördelningen från den kalibrerade SWAT-modellen visade ett förhållande på 0,68 mellan ETa och nederbörden som ett årligt medelvärde mellan 2012–2020. I jämförelsen mellan SWAT ETa och WaPOR ETa visade SWAT ETa en tydlig underskattning, särskilt under den torrare Yala-växtsäsongen (maj – augusti). Däremot överensstämde SWAT-markanvändningsklasserna som representerade de odlade risfälten väl med WaPOR medan skog och gräsfälten var underskattade. För att öka prestandan för SWAT vid uppskattning av ETa rekommenderades följande: förbättring av simuleringen av de grunda akvifärerna, förbättrade skogsparametrar, inaktivering av den automatiska växtviloperioden i SWAT, kalibrering med ETa i stället för flöde och en jordartskarta med högre upplösning samt fler jordprover.

Land and water resources degradation are the major problems on the Ethiopian highlands. Poor land use practices and improper management systems have played a significant role in causing high soil erosion rates, sediment transport and loss of agricultural nutrients. So far limited meas-ures have been taken to combat the problems. In this study a physically based watershed model, SWAT2005 was applied to the Northern Highlands of Ethiopia for modelling of the hydrology and sediment yield. The main objective of this study was to test the performance and feasibility of SWAT2005 model to examine the influence of topography, land use, soil and climatic condi-tion on streamflows, soil erosion and sediment yield. The model was calibrated and validated on four tributaries of Lake Tana as well as Anjeni watershed using SUFI-2, GLUE and ParaSol algo-rithms. SWAT and GIS based decision support system (MCE analysis) were also used to identify the most erosion prone areas in the Lake Tana Basin. Streamflows are more sensitive to the hy-drological response unites definition thresholds than subbasin discretization. Prediction of sedi-ment yield is highly sensitive to subbasin size and slope discretization. Baseflow is an important component of the total discharge within the study area that contributes more than the surface runoff. There is a good agreement between the measured and simulated flows and sediment yields with higher values of coefficients of determination and Nash Sutcliffe efficiency. The an-nual average measured sediment yield in Anjeni watershed was 24.6 tonnes/ha. The annual aver-age simulated sediment yield was 27.8 and 29.5 tonnes/ha for calibration and validation periods, respectively. The SWAT model indicated that 18.5 % of the Lake Tana Basin is erosion potential areas. Whereas the MCE result indicated that 25.5 % of the basin are erosion potential areas. The calibrated model can be used for further analysis of the effect of climate and land use change as well as other different management scenarios on streamflows and soil erosion. The result of the study could help different stakeholders to plan and implement appropriate soil and water conser-vation strategies. / QC 20101123

Evapotranspiration ET is a dominant Earth System process that couples the water and energy cycles at the earth surface. The pressure of global environmental changes foster the broad scientific aim to understand impacts of climate and land-use on evapotranspiration under transient conditions. In this work, the spatial scale of river catchments is addressed through data analysis of hydrological and meteorological archives with ET classically derived through water balance closure. Through a synthesis of various catchments with different climatic forcings and hydrological conditions, the core objectives of this thesis are: - Did environmental changes in the past, such as climatic- or land-use and land cover (LULC) changes, result in detectable non-stationary changes in the hydro-climate time series? - How can the impacts of climatic- from LULC changes on the hydroclimatology of catchments be separated? - What are the factors that control the sensitivity of ET and streamflow to external changes? These research questions are addressed for the climatic scales of long-term annual averages and seasonal conditions which characterise the hydroclimatology of river catchments. Illustrated by a rich hydro-climatic archive condensed for 27 small to medium sized river catchments in Saxony, a method is proposed to analyse the seasonal features of river flow allowing to detect shifting seasons in snow affected river basins in the last 90 years. Observations of snow depth at these same times lead to the conclusion, that changes in the annual cycle of air temperature have a large influence on the timing of the freeze-thaw in late winter and early spring. This causes large changes in storage of water in the snow pack, which leads to profound changes of the river regime, particularly affecting the river flow in the following months. A model-based data analysis, based on the fundamental principles of water and energy conservation for long-term average conditions, is proposed for the prediction of ET and streamflow, as well as the separation of climate related impacts from impacts resulting from changes in basin conditions. The framework was tested on a large data set of river catchments in the continental US and is shown to be consistent with other methods proposed in the literature. The observed past changes highlight that (i) changes in climate, such as precipitation or evaporative demand, result in changes of the partitioning within the water and energy balance, (ii) the aridity of the climate and to a lesser degree basin conditions determine the sensitivity to external changes, (iii) these controlling factors influence the direction of LULC change impacts, which in some cases can be larger than climate impacts. This work provides evidence, that changes in climatic and land cover conditions can lead to transient hydrological behaviours and make stationary assumptions invalid. Hence, past changes present the opportunity for model testing and thereby deriving fundamental laws and concepts at the scale of interest, which are not affected by changes in the boundary conditions.:Kurzfassung Abstract List of Manuscripts Symbols and abbreviations List of Symbols List of abbreviations 1 Introduction 1.1 Motivation and relevance 1.1.1 Scientific importance of evapotranspiration 1.1.2 Pressure of human driven changes 1.1.3 Practical importance of evapotranspiration 1.2 Scope 1.2.1 Focus on the catchment scale 1.2.2 Changes in the hydroclimatology of river catchments 1.2.3 Hydro-climate data analysis 1.3 Objectives and research questions 1.3.1 Shifting seasons in hydrology 1.3.2 Long-term annual average changes of evapotranspiration and streamflow 1.3.3 Methodological requirements 1.4 Structure of the thesis 2 Long term variability of the annual hydrological regime 2.1 Introduction 2.1.1 Motivation 2.1.2 Seasonal changes in hydrologic records 2.1.3 Regional climate in Saxony 2.1.4 Objective and structure 2.2 Methods 2.2.1 Annual periodic signal extraction 2.2.2 The runoff ratio and its annual phase 2.2.3 Descriptive circular statistics 2.2.4 Detection of nonstationarities, trends and change points 2.3 Data 2.4.1 Estimation and variability of the timing of the runoff ratio 2.4.2 Temporal variability of the timing 2.4.3 Does temperature explain trends in seasonality of runoff ratio? 2.4.4 Trend analysis in snow dominated basins 2.4.5 Uncertainty and significance of the results 2.5 Conclusions 2.A Preparation of basin input data 2.A.1 Precipitation 2.A.2 Temperature and snow depth data 3 Evaluation of water-energy balance frameworks 3.1 Introduction 3.2 Theory 3.2.1 Coupled water and energy balance 3.2.2 The ecohydrologic framework for change attribution 3.2.3 Applying the climate change hypothesis to predict changes in basin evapo transpiration and streamflow 3.2.4 Derivation of climatic sensitivity using the CCUW hypothesis 3.2.5 The Budyko hypothesis and derived sensitivities 3.3 Sensitivity analysis 3.3.1 Mapping of the Budyko functions into UW space 3.3.2 Mapping CCUW into Budyko space 3.3.3 Climatic sensitivity of basin evapotranspiration and streamflow 3.3.4 Climate-vegetation feedback effects 3.4 Application: three case studies 3.4.1 Mississippi River Basin (MRB) 3.4.2 Headwaters of the Yellow River Basin (HYRB) 3.4.3 Murray-Darling River Basin (MDB) 3.5 Conclusions 3.5.1 Potentials and limitations 3.5.2 Insights on the catchment parameter 3.5.3 Validation 3.5.4 Perspectives 3.A Derivation of the climate change direction 4 Climate sensitivity of streamflow over the continental United States 4.1 Introduction 4.1.1 Motivation 4.1.2 Hydro-climate of the continental US 4.1.3 Aims and research questions 4.2 Methods 4.2.1 Ecohydrological concept to separate impacts of climate and basin changes 4.2.2 Streamflow change prediction based on a coupled water-energy balance framework 4.2.3 Streamflow change prediction based on the Budyko hypothesis 4.2.4 Statistical classification of potential climate and basin change impacts 4.3 Data 4.4 Results and discussion 4.4.1 Hydro-climate conditions in the US 4.4.2 Climate sensitivity of streamflow 4.4.3 Assessment of observed and predicted changes in streamflow 4.4.4 Uncertainty discussion 4.5 Conclusions 4.A Mathematical derivations for the Mezentsev function 5 Summary and conclusions 5.1 Shifting seasons in hydrology 5.1.1 Major findings 5.1.2 Socio-economic and political relevance 5.1.3 Limitations and possible directions for further research 5.2 Long-term annual changes in ET and streamflow 5.2.1 Major findings 5.2.2 Socio-economic and political relevance 5.2.3 Limitations and further research 5.3 General conclusions and outlook 5.3.1 Regional and temporal limits and validity 5.3.2 Hydrological records carry signals of climate and land use change 5.3.3 Statistical significance of past changes 5.3.4 Improvements in assessing ET 5.3.5 Remote sensing 5.3.6 Learning from the past to predict the future? Bibliography Danksagung Erklärung / Die Verdunstung ist ein maßgeblicher Prozess innerhalb des Klimasystems der Erde, welche den Wasserkreislauf mit dem Energiehaushalt der Erde verbindet. Eine zentrale wissenschaftliche Herausforderung ist, zu verstehen, wie die regionale Wasserverfügbarkeit durch Änderungen des Klimas oder der physiographischen Eigenschaften der Landoberfläche beeinflusst wird. Mittels einer integrierten Datenanalyse von vorhandenen langjährigen Archiven hydroklimatischer Zeitreihen werden die folgenden wissenschaftlichen Fragestellungen dieser Dissertation diskutiert: - Haben beobachtete Änderungen der Landoberfläche und des Klimas zu nachweisbaren, instationären hydroklimatischen Änderungen geführt? - Lassen sich die hydroklimatischen Auswirkungen von Klimaänderungen und Änderungen der Landoberfläche voneinander unterscheiden? - Welche Faktoren beeinflussen die Sensitivität von Abfluss und Verdunstung auf Veränderungen der klimatischen und physiographischen Randbedingungen? Hierbei fokussiert sich die Arbeit auf Änderungen im langjährige Mittel und im Jahresgang von hydroklimatischen Variablen auf der räumlichen Skala von Flusseinzugsgebieten. Zur Untersuchung des hydrologischen Regimes wurde ein harmonischer Filter angewandt, der es erlaubt, die Eintrittszeit des Jahresgangs (Phase) zu quantifizieren. Diese klimatologische Kenngröße wurde für eine Vielzahl von Einzugsgebieten in Sachsen untersucht, wobei sich vor allem für die Gebiete in den Kammlagen des Erzgebirges signifikante Veränderungen ergaben. Es konnte gezeigt werden, dass die signifikante Phasenverschiebung der Temperatur seit Ende der 1980er Jahre zu einer verfrühten Schneeschmelze und dadurch zu einem Rückgang des Abflusses bis in die Sommermonate hinein geführt hat. Desweiteren wurde eine modellbasierte Datenanalyse entwickelt, welche auf Massen- und Energieerhalt von Einzugsgebieten im langjährigen Mittel beruht. Das entwickelte Konzept erlaubt es, Auswirkungen von Klimaänderungen von anderen Effekten, welche z.B. durch Landnutzungsänderungen bedingt sind, abzugrenzen und zu quantifizieren. Die Ergebnisse einer Sensitivitätsanalyse dieses Konzeptes sowie die Anwendung auf einen umfangreichen hydroklimatischen Datensatz der USA zeigen: (i) Veränderungen im Wasser- oder Energiedargebot beeinflussen auch die Aufteilung der Wasser- und Energieflüsse. (ii) Die Aridität des Klimas und nachgeordnet die physiographischen Faktoren bestimmen die Sensitivität von Verdunstung und Abfluss. (iii) Beide Faktoren beeinflussen die Stärke und Richtung der Auswirkungen von physiographischen Änderungen. (iv) Anthropogene Veränderungen der Landoberfläche führten zum Teil zu stärkeren Auswirkungen als klimatisch bedingte Änderungen. Zusammenfassend zeigt sich, dass Änderungen von Landnutzung und Klima zu Verschiebungen im Wasserhaushalt führen können und damit auch die Annahme von Stationarität verletzen. Hydroklimatische Veränderungen bieten aber auch eine Gelegenheit zum Testen von Theorien und Modellen, um somit die grundlegenden Zusammenhänge zu erkennen, welche nicht durch Änderungen der Randbedingungen hinfällig werden.:Kurzfassung Abstract List of Manuscripts Symbols and abbreviations List of Symbols List of abbreviations 1 Introduction 1.1 Motivation and relevance 1.1.1 Scientific importance of evapotranspiration 1.1.2 Pressure of human driven changes 1.1.3 Practical importance of evapotranspiration 1.2 Scope 1.2.1 Focus on the catchment scale 1.2.2 Changes in the hydroclimatology of river catchments 1.2.3 Hydro-climate data analysis 1.3 Objectives and research questions 1.3.1 Shifting seasons in hydrology 1.3.2 Long-term annual average changes of evapotranspiration and streamflow 1.3.3 Methodological requirements 1.4 Structure of the thesis 2 Long term variability of the annual hydrological regime 2.1 Introduction 2.1.1 Motivation 2.1.2 Seasonal changes in hydrologic records 2.1.3 Regional climate in Saxony 2.1.4 Objective and structure 2.2 Methods 2.2.1 Annual periodic signal extraction 2.2.2 The runoff ratio and its annual phase 2.2.3 Descriptive circular statistics 2.2.4 Detection of nonstationarities, trends and change points 2.3 Data 2.4.1 Estimation and variability of the timing of the runoff ratio 2.4.2 Temporal variability of the timing 2.4.3 Does temperature explain trends in seasonality of runoff ratio? 2.4.4 Trend analysis in snow dominated basins 2.4.5 Uncertainty and significance of the results 2.5 Conclusions 2.A Preparation of basin input data 2.A.1 Precipitation 2.A.2 Temperature and snow depth data 3 Evaluation of water-energy balance frameworks 3.1 Introduction 3.2 Theory 3.2.1 Coupled water and energy balance 3.2.2 The ecohydrologic framework for change attribution 3.2.3 Applying the climate change hypothesis to predict changes in basin evapo transpiration and streamflow 3.2.4 Derivation of climatic sensitivity using the CCUW hypothesis 3.2.5 The Budyko hypothesis and derived sensitivities 3.3 Sensitivity analysis 3.3.1 Mapping of the Budyko functions into UW space 3.3.2 Mapping CCUW into Budyko space 3.3.3 Climatic sensitivity of basin evapotranspiration and streamflow 3.3.4 Climate-vegetation feedback effects 3.4 Application: three case studies 3.4.1 Mississippi River Basin (MRB) 3.4.2 Headwaters of the Yellow River Basin (HYRB) 3.4.3 Murray-Darling River Basin (MDB) 3.5 Conclusions 3.5.1 Potentials and limitations 3.5.2 Insights on the catchment parameter 3.5.3 Validation 3.5.4 Perspectives 3.A Derivation of the climate change direction 4 Climate sensitivity of streamflow over the continental United States 4.1 Introduction 4.1.1 Motivation 4.1.2 Hydro-climate of the continental US 4.1.3 Aims and research questions 4.2 Methods 4.2.1 Ecohydrological concept to separate impacts of climate and basin changes 4.2.2 Streamflow change prediction based on a coupled water-energy balance framework 4.2.3 Streamflow change prediction based on the Budyko hypothesis 4.2.4 Statistical classification of potential climate and basin change impacts 4.3 Data 4.4 Results and discussion 4.4.1 Hydro-climate conditions in the US 4.4.2 Climate sensitivity of streamflow 4.4.3 Assessment of observed and predicted changes in streamflow 4.4.4 Uncertainty discussion 4.5 Conclusions 4.A Mathematical derivations for the Mezentsev function 5 Summary and conclusions 5.1 Shifting seasons in hydrology 5.1.1 Major findings 5.1.2 Socio-economic and political relevance 5.1.3 Limitations and possible directions for further research 5.2 Long-term annual changes in ET and streamflow 5.2.1 Major findings 5.2.2 Socio-economic and political relevance 5.2.3 Limitations and further research 5.3 General conclusions and outlook 5.3.1 Regional and temporal limits and validity 5.3.2 Hydrological records carry signals of climate and land use change 5.3.3 Statistical significance of past changes 5.3.4 Improvements in assessing ET 5.3.5 Remote sensing 5.3.6 Learning from the past to predict the future? Bibliography Danksagung Erklärung

Construction sites are among the most common areas to experience soil erosion and sediment transport due to the mandatory foundation tasks such as excavation and land grubbing. Thus, temporary sediment barriers are installed along the perimeter to prevent sediment transport from the site. Erosion and sediment transport control measures may include, but not limited to, physical and chemical processes such as the use of a silt fence and polyacrylamide product. Runoff from construction sites and other impervious surfaces are routinely discharged into ponds for treatment before being released into a receiving water body. Stormwater harvesting from a pond for irrigation of adjacent lands is promoted as one approach to reducing pond discharge while supplementing valuable potable water used for irrigation. The reduction of pond discharge reduces the mass of pollutants in the discharge. In the dissertation, presented is the investigation of the effectiveness of temporary sediment barriers and then, development of a modeling approach to a stormwater harvesting pond to provide a comprehensive stormwater management pollution reduction assessment tool. The first part of the research presents the investigation of the performance efficiencies of silt fence fabrics in turbidity and sediment concentration removal, and the determination of flowthrough-rate on simulated construction sites in real time. Two silt fence fabrics, (1) woven and the other (2) nonwoven were subjected to material index property tests and a series of field-scale tests with different rainfall intensities and events for different embankment slopes on a tilting test-bed. Collected influent and effluent samples were analyzed for sediment concentration and turbidity, and the flow-through-rate for each fabric was evaluated. Test results revealed that the woven and nonwoven silt fence achieved 11 and 56 percent average turbidity reduction iv efficiency, respectively. Each fabric also achieved 20 and 56 percent average sediment concentration removal efficiency, respectively. Fabric flow-through-rates were functions of the rainfall intensity and embankment slope. The nonwoven fabric exhibited higher flow-throughrates than the woven fabric in both field-scale and laboratory tests. In the second part of the study, a Stormwater Harvesting and Assessment for Reduction of Pollution (SHARP) model was developed to predict operation of wet pond used for stormwater harvesting. The model integrates the interaction of surface water and groundwater in a catchment area. The SHARP model was calibrated and validated with actual pond water elevation data from a stormwater pond at Miramar Lakes, Miramar, Florida. Model evaluation showed adequate prediction of pond water elevation with root mean square error between 0.07 and 0.12 m; mean absolute error was between 0.018 and 0.07 m; and relative index of agreement was between 0.74 and 0.98 for both calibration and validation periods. The SHARP model is capable of assessing harvesting safe-yield and discharge from a pond, including the prediction of the percentage of runoff into a harvesting pond that is not discharged. The combination of silt fence and/or polyacrylamide PAM before stormwater harvesting pond in a treatment train for the reduction of pollutants from construction sites has the potential of significantly exceeding a performance standard of 85 percent reduction typically required by local authorities. In fact, the stringent requirement of equaling pre- and post-development pollutant loading is highly achievable by the treatment train approach. The significant contribution from the integration of the SHARP model to the treatment train is that real-time assessment of pollutant loading reduction by volume can be planned and controlled to achieve target performance standards.

This study explores shallow lake numerical hydrodynamic processes that support model development and validation, extreme events and effects of water circulation in Lake Victoria. Lake Victoria is the second largest freshwater lake in the world, and the largest in East Africa. It is the major freshwater reservoir and source for domestic, agriculture, industrial, fishery, and transport. The resources support livelihoods and ecosystem services for over 40 million people. The lake is severely affected by water quality degradation by pollution. This thesis aims at improving the understanding by following recommendation of the Lake Victoria Environment Management Project, Lake Victoria Basin Commission climate change adaptation strategy and action plan 2018-2023, Lake Victoria Basin Commission operational plan 2015-2020, and Lake Victoria Basin Commission report. These reports suggested detailed lake bathymetry survey, modelling of lake flow, study of lake hydrometeorological processes by modelling and simulation, to identify extreme weather events, assess water circulation effect, and study lake pollution near the shore. A numerical hydrodynamic model was built in the COMSOL Multiphysics (CM) software for assessing lake flows and water turn-over from river inflows which carry pollution. The work included the development of systematic methods for lake bathymetry that are relevant for lake numerical and hydrodynamic modelling. The hydrometeorological driven simulation model was employed to assess lake water balance, water circulation and soluble transport. Paper 1 creates a bathymetry from several methods and from several data sources, and a vertically integrated free surface flow model was implemented in CM. The model was used to investigate outflow conditions, mean velocities driven by river inflow, outflow, precipitation and evaporation. It is shown to be exactly conservative and give water level variation in reasonable agreement with measurements. The results indicate that the shallow water model is close to linear. An outflow model, linear in water level, predicts water level reasonable agreement with measurements. The findings suggest that the model should consider wind stress driven flow to provide more accurate lake flow behavior. Paper 2 performed an assessment of the hydro-meteorological processes and extreme weather events that are responsible for changing the characteristics of lake water balance, and changing streamflow variations, and lake transportation. We compare historical data over a long time with data from the model including water balance, sources of data uncertainty, correlations, extreme rain and inflow years, and seasonal variations. Solute loading and transportation was illustrated by tracing the water from the river inflows. The results indicate that the lake rainfall has a strong seasonal variation with strong correlations between tributary inflows and precipitation, and between lake outflow and water level. The tracer transport by mean flow is very slow. Flow increases somewhat in wet periods and is faster in the shallow Kenya lake zone than in the deeper Uganda and Tanzanian lake zones, where the major inflow, from the Kagera River, appears to strongly influence transportation. / Denna studie undersöker med numerisk metodik hydrodynamiska processer i den mycket grundaVictoriasjön och hur de påverkas av extrem väderlek, inflöden, och nederbörd. Victoriasjön är denandra största sötvattensjön i världen, och den största i Afrika. Den är färskvattenförråd och källa förhushåll, jordbruk, industri, fiske och transporter. Resurserna ger livsuppehåll och ekosystemtjänsterför mer än 40 miljoner människor. Sjön är utsatt för allvarliga föroreningar som försämrarvattenkvaliteten. Detta arbete avser att förbättra förståelsen genom att följa rekommendationer somgivits ut av Lake Victoria Environment Management Project (LVEMP), och Lake Victoria BasinCommissions (LVBC) rapporter om strategi för anpassning till klimatförändringar, åtgärdsplan2018-2023 och översiktsplan 2015-2020. Rapporterna föreslår detaljerad genomgång avdjupkartor, modellering av strömning i sjön i syfte att identifiera extrema väderhändelser,undersöka vattencirkulationen, och studera föroreningarna nära stränder. En hydrodynamisknumerisk modell har byggts i simuleringspaketet COMSOL Multiphysics (CM) för uppskattning avströmning och vattenutbyte från förorenade inflöden. Arbetet innefattade utveckling av metoder förvattendjups-modeller för hydrodynamiska studier. Simuleringsmodellen drivs avhydrometeorologiska data och används för vattenmängds-balans, cirkulation ochföroreningstransport.Artikel 1 skapar vattendjupskartan från flera data-mängder med olika metoder. En vertikaltintegrerad modell med fri yta implementerades i CM. Modellen ger vertikalt medelvärdesbildadehastigheter drivna av flodinflöden, utflöde, nederbörd och avdunstning. Modellen representerarvattenbalansen exakt och ger variationer i vattennivå i rimlig överensstämmelse med mätningar.Resultaten antyder att modellen är nära linjär och tids-invariant. En utflödesmodell ansatt somlinjär i vatten-nivån kan anpassas noggrant till historiska data. Bättre realism kan uppnås omvindens pådrivande verkan inkluderas.Artikel 2 går igenom de hydro-meteorologiska processer och extrema väder-händelser som ändrarvattenbalans, strömningsmönster och transport. Vi har jämfört data över femtio år med modellens,inkluderande vattennivå, källor för osäkerhet i data, korrelationer, år med extrema regn ochinflöden, och årstidsvariationer. Resultaten tyder på att nederbörden varierar kraftigt medårstiderna, och signifikanta korrelationer ses mellan nederbörd och inflöden, och mellan utflöde ochvattennivå.Transport av lösliga föroreningar illustrerades genom spårning av vatten från de olika inflödena.Spårämnestransport med vertikalt medelvärdesbildade hastigheter är mycket långsam.Strömningen ökar något i våta årstider och är snabbare i den grunda zonen i Kenya än i de djuparedelarna i Uganda och Tanzania. Det största inflödet som kommer från Kagera tycks ha stor inverkanpå transporten. / <p>QC 20191106</p>