La gestion efficace de l'eau dans les régions arides et semi-arides est un problème majeur, principalement dans les zones irriguées. La conception d'outils fournissant des estimations régionales des composantes du bilan hydrique peut aider à la gestion durable de la ressource en eau dans ces régions. La télédétection multi-capteurs a démontré un très fort potentiel pour le suivi des ressources hydriques agricoles à différentes échelles. Cette thèse vise à développer des techniques et des méthodes efficaces pour estimer les variables hydrologiques (évapotranspiration et les volumes d'irrigation) afin d'évaluer, dans l'espace (résolutions "métrique" et "kilométrique"), les besoins en eau des cultures du couvert végétal de la plaine de Kairouan (Tunisie centrale) ainsi que les volumes d'irrigation extraits de son aquifère surexploité. L'approche adoptée combine l'expérimentation, la modélisation et l'utilisation de données de télédétection multi-capteurs / multi-résolutions. Les deux types d'outils utilisés sont le modèle de bilan hydrique SAMIR et le modèle de bilan d'énergie SPARSE. Les variables estimées par SAMIR et SPARSE sont évaluées à l'aide des mesures terrain (mesures d'un scintillomètre XLAS) et des enquêtes de terrain (volumes d'irrigation observés). Les volumes d'irrigation saisonniers estimés par SAMIR sont acceptables, même si les résultats à des échelles de temps plus fines (mensuelles) doivent être améliorés. Ainsi, les paramètres de SAMIR, en particulier les paramètres non calibrés, sont revisités afin d'améliorer les performances de simulation de l'ET et des volumes d'irrigation. Les estimations des flux de chaleur sensible et latente par SPARSE sont en étroit accord avec celles obtenues à partir du XLAS. Cependant, l'extrapolation de l'évapotranspiration instantanée au pas de temps journalier est moins évidente. / In arid and semi-arid regions, efficient agricultural water management is a major issue, mainly in irrigated areas. The design of tools that provide an estimate of water balance components at the regional scale may help sustainable management of limited water resources in the water scarce regions. Remotely sensed Earth observation has become a major research field for agricultural water resources management. The main objective of this thesis is to develop and test efficient techniques and methods to estimate hydrological variables (Evapotranspiration (ET) and irrigation volumes) in order to assess, at "metric" and "kilometric" resolution , the crop water requirements and the extracted irrigation volumes in the Kairouan plain (central Tunisia). The adopted approach combines field experimentation, modeling and the use of multi-sensor / multi-resolution remote sensing data. Two modeling tools are used: the soil water balance model SAMIR and the energy balance model, SPARSE. SAMIR and SPARSE estimates are assessed using field measurements (Scintillometer XLAS measurements) and field surveys (observed irrigation volumes). The seasonal irrigation volumes estimated by the SAMIR model are acceptable, even though results at finer timescales (monthly and below) needed to be improved. Hence, the SAMIR model parameters, especially the uncalibrated ones are revisited in order to improve the results. SPARSE estimates of sensible and latent heat ?uxes are in close agreement with those obtained from the XLAS. However, the extrapolation from instantaneous to daily ET is less obvious.

No description available.

Kurzumtriebsplantagen (KUP) besitzen das Potenzial, beträchtliche Mengen Biomasse für die Versorgung mit erneuerbaren Energien und nachwachsenden Rohstoffen bereitzustellen. Es ist bekannt, dass KUP auf landwirtschaftlichen Flächen mehr Ökosystemdienstleistungen hervorbringen können als üblicherweise angebaute einjährige Ackerfrüchte oder Energiepflanzen wie Raps und Mais. Trotzdem gibt es nur wenige Informationen über den Wasserverbrauch und die Transpiration von Pappelarten und ihren Hybriden unter den spezifischen Standortsbedingungen in Deutschland. Darüber hinaus bestehen Wissenslücken für die Abschätzung langfristiger Auswirkungen von KUP auf bodenökologische Aspekte. Um diese Defizite zu minimieren wurden auf einem Standort im mittelsächsischen Löss-Hügelland Felduntersuchungen durchgeführt. Für die Untersuchung der Effekte von KUP auf die Bodenwasserbilanz wurden Saftfluss- und Bodenfeuchte-Messungen in einer 10jährigen Hybrid-Pappelplantage durchgeführt. Darüber hinaus wurden Biomasseakkumulation, Nährelementverteilung und bodenökologische Parameter erforscht. Die Daten wurden genutzt, um ein prozess-orientiertes Wasserhaushaltsmodell zu parametrisieren und zu kalibrieren. Das validierte Modell wurde danach für die Untersuchung und Bewertung des Einflusses von Pappel-KUP und Winterweizen auf die Wasserbilanz verschiedener sächsischer Standorte genutzt. Schließlich wurden die standortsspezifischen Biomasseerträge von KUP hergeleitet. Diese Informationen wurden mithilfe eines Geografischen Informationssystems (GIS) mit den Flächen verschnitten, auf denen der Anbau von KUP zu Synergien bzw. potenzielle Risiken für den Bodenschutz sowie den Natur- und Landschaftsschutz führen kann. Die Ergebnisse zeigen, dass Hybrid-Pappelplantagen deutlich mehr Wasser als Ackerkulturen und einheimische Forstbaumarten verbrauchen. Es kann daraus abgeleitet werden, dass die Anlage von KUP auf Ackerflächen den wassergebundenen Nährstoffaustrag sowie den Austrag von Schadstoffen reduziert. Auch das Erosionsrisiko würde verringert. Andererseits kann eine im vergleich zum Einzugsgebiet großflächige Anlage von KUP in Regionen mit negativer klimatischer Wasserbilanz zu einer geringeren Grundwasserneubildung führen. Eine ausreichende Wasserversorgung ist unverzichtbar, um die Wuchspotenziale von Pappel-Hochleistungssorten voll auszuschöpfen. Pappel-KUP können weitgehend ohne zusätzliche Düngung bewirtschaftet werden. Ehemals intensiv genutzte Ackerböden enthalten ausreichend Nährstoffe und Elemententzüge über die geerntete Biomasse werden durch atmosphärische Depositionen ausgeglichen. Auf lange Sicht kann der KUP-Anbau jedoch zu einer Verringerung des pH-Wertes und der Kationen-Austauschkapazität im Boden führen. Für die Vermeidung negativer Folgen für die Bodenfruchtbarkeit und das Pflanzenwachstum wären dann angepasste Konzepte für die Kalkung und Düngung notwendig. Die GIS-basierte Analyse unterstreicht, dass in Sachsen beträchtliche Flächenpotenziale für die Anlage von KUP existieren. Auf einem großen Teil würde die Anlage von KUP auch andere Ökosystemdienstleistungen aus dem Bereich Boden- und Naturschutz verbessern. Auch künftig sollte bei der Anlage von KUP-Flächen eine ökologische Begleitforschung erfolgen. Es besteht unter anderem der Bedarf, die ökologischen Aspekte von anderen schnell wachsenden Baumarten im Kurzumtrieb, zum Beispiel Robinie zu bewerten. Ein weiteres ziel könnte die Verbesserung von Anlage- und Rückumwandlungstechnologien sein, um die Stabilität von akkumulierter organischer Bodensubstanz zu erhalten. Es wird geschlussfolgert, dass die künftige praktische Bedeutung von KUP eher von den sozioökonomischen Rahmenbedingungen und der regionalen Umsetzung der gemeinsamen Agrarpolitik der Europäischen Union abhängen wird als von unzureichenden Standortsbedingungen. / Short rotation plantations and short rotation coppice (SRC) have the potential to contribute significant amounts of biomass to the sectors of green energy and of renewable raw materials. It is generally accepted that SRC may provide more ecosystem services on agricultural land than common annual arable or even energy crops like oil seed rape or maize do. However, only sparse information exists about the water demand and transpiration of poplar species and their hybrids for site conditions in Germany. Furthermore, there is a lack of knowledge about the long-term impact of short rotation plantations on soil ecology. To overcome these shortcomings, field investigations were conducted at a site in the hilly loess region of Saxony. To study effects of SRC on the soil water balance, sap flow and soil moisture measurements were conducted in a 10 years old hybrid poplar plantation. Moreover biomass accumulation, nutrient allocation and soil ecological parameters were determined. The data were used to parameterize and calibrate a process-oriented hydrological model. The validated model was subsequently used to determine and assess the impact of short rotation poplar plantations and winter wheat on the water balance of different sites in Saxony Finally, site specific yields of SRC were determined and areas with synergies and potential risks for soil protection, nature conservation at the regional scale were identified using Geographical Information Systems. The results show that hybrid poplar plantations consume significantly more water than arable crops and native tree species. Thus, it can be expected that the establishment of short rotation coppice may reduce the export of nutrients and pollutants or lower the risk of soil erosion. On the other hand, the large-scale establishment of short rotation coppice at catchments with negative climatic water balance may lead to a decrease of groundwater recharge. A sufficient water supply is indispensable in order fully to exploit the growth potential of high yielding polar clones. Short rotation plantations with poplar on arable land may be extensively managed without fertilization. Former intensively used agricultural soils provide sufficient nutrients and element exports by harvested biomass may be balanced by atmospherical deposition. However, it might be that in the long run cation exchange capacity and pH of the soils will decrease. This would require appropriated concepts for liming and fertilization. The GIS based analysis shows that there exist a substantial potential of arable land for the cultivation of SRC in Saxony. There, the establishment of SRC may improve other ecosystem services as soil protection and nature conservation too. Future research should be included into the ecological evaluation of new SRC plots. There is a need to asses ecological aspects of other fast growing tree species in SRC, in particular Black Locust. Another task could be the improvement of conversion practices to ensure the stability of accumulated soil organic matter during establishment and reconversion of SRC sites. It can be concluded that the future practical relevance of SRC is rather dependant on socio-economic framework conditions and the regional implementation of the common agricultural policy within the European Union than on insufficient site condition.

This research deals with setting up a GIS and hydrological modeling based approach for sustainable water resources management in the West Bank of Palestine. This water sustainability approach took into consideration the water balance, the social, the economic, the demographic, the environmental, and the institutional components in order to enhance and promote the sustainable development in Palestine, both on the short and long runs. To evaluate the water balance component, a methodology was introduced to create the Water Sustainability Map (WSM). Since the groundwater is currently the only accessible water source by the Palestinians, the WSM is represented by the Aquifer Sustainable Yield (ASY) which is equivalent to the annual renewable recharge of the various aquifer formations in the West Bank. The ASY was determined by integrating the watershed boundaries derived from the Digital Elevation Model (DEM) with the available hydrological and meteorological data by using GIS. This GIS based approach was used to create the rainfall, evapo-transpiration, and runoff coverages by interpolating their values from the measured parameters. The total estimated ASY using this GIS approach was 679.7 MCM/Yr. which constituted the upper limit for the overall water use in all assumed future water demand scenarios. This approach fulfilled the demographic, social, and economic water sustainability components by proposing water demand scenarios for the period from 2005 to 2025 based on the gradual increase of population and their per capita water use, the available water infrastructure, and based on the value of water where priority was given to the household water use. This approach fulfilled the environmental dimension of water sustainability by studying the water quality and identifying the locations with high pollution indicators for various water use purposes and recommending ways to prevent the environmental degradation and groundwater pollution. This approach fulfilled the institutional dimension of water sustainability by reviewing the current institutions dealing with water management and distribution, recommending options to enhance their efficiency, and finally by proposing some options to save additional water in the West Bank.

The main goal of this dissertation is to develop a seasonal water balance model for evaporation, runoff and water storage change based on observations from a large number of watersheds, and further to obtain a comprehensive understanding on the dominant physical controls on intra-annual water balance. Meanwhile, the method for estimating evaporation and water storage based on recession analysis is improved by quantifying the seasonal pattern of the partial contributing area and contributing storage to base flow during low flow seasons. A new method for quantifying seasonality is developed in this research. The difference between precipitation and soil water storage change, defined as effective precipitation, is considered as the available water. As an analog to climate aridity index, the ratio between monthly potential evaporation and effective precipitation is defined as a monthly aridity index. Water-limited or energy-limited months are defined based on the threshold of 1. Water-limited or energy-limited seasons are defined by aggregating water-limited or energy-limited months, respectively. Seasonal evaporation is modeled by extending the Budyko hypothesis, which is originally for mean annual water balance; while seasonal surface runoff and base flow are modeled by generalizing the proportionality hypothesis originating from the SCS curve number model for surface runoff at the event scale. The developed seasonal evaporation and runoff models are evaluated based on watersheds across the United States. For the extended Budyko model, 250 out of 277 study watersheds have a Nash-Sutcliff efficiency (NSE) higher than 0.5, and for the seasonal runoff model, 179 out of 203 study watersheds have a NSE higher than 0.5. Furthermore, the connection between the seasonal parameters of the developed model and a variety of physical factors in the study watersheds is investigated. For the extended Budyko model, vegetation is identified as an important physical factor that related to the seasonal model parameters. However, the relationship is only strong in water-limited seasons, due to the seasonality of the vegetation coverage. In the seasonal runoff model, the key controlling factors for wetting capacity and initial wetting are soil hydraulic conductivity and maximum rainfall intensity respectively. As for initial evaporation, vegetation is identified as the strongest controlling factor. Besides long-term climate, this research identifies the key controlling factors on seasonal water balance: the effects of soil water storage, vegetation, soil hydraulic conductivity, and storminess. The developed model is applied to the Chipola River watershed and the Apalachicola River basin in Florida for assessing potential climate change impact on the seasonal water balance. The developed model performance is compared with a physically-based distributed hydrologic model of the Soil Water Assessment Tool, showing a good performance for seasonal runoff, evaporation and storage change.

The Southeastern Lower Coastal Plain wet pine flats include thousands of acres of jurisdictional wetlands that are economically, socially, and environmentally important. These highly productive forests have been intensively managed as pine plantations for the past few decades. More recently, harvesting and site preparation practices have become a concern among natural resource managers because intensive forestry practices may alter soil physical properties and site hydrology. These alterations could decrease seedling survival, growth, and future site productivity. However, the effects of soil disturbance on long-term site productivity and the effects of amelioration techniques on site hydrology are uncertain. The overall objectives of this study were (1) to characterize disturbed forest soil morphology and physical properties, (2) to assess their impact on the processes that control site hydrology and site productivity, (3) to determine effects of harvesting and site preparation on site hydrology, specifically on the overall hydrological balance and on spatial and temporal patterns of surface water storage. The study site is located in an intensively managed loblolly pine (Pinus taeda L.) plantation in the lower coastal plain of South Carolina. This study was established in winter 1991, and dry- and wet-weather harvesting treatments were installed in summer 1993 and winter 1994, respectively. Bedding and mole channel/bedding treatments were installed in both dry- and wet-harvested plots in fall 1995. Soil profiles were described for a recently disturbed, deeply-rutted area, and 2-year-old deeply-rutted and churned areas, bedded and undisturbed areas. Intact soil core samples and composite loose soil samples were collected from each morphological section for soil physical characterizations. Automated weather station and wells were used to collect continuous climatic and surface water level data since 1996. Surface water levels were monitored monthly on a 20 x 20 m grid of 1-m wells since 1992. Total groundwater heads were determined from differential piezometer measurements at high and low elevation places in each treatment plot. Soil profile descriptions and soil physical property measurements indicated that significant amounts of organic debris were incorporated into the surface horizons, and subsurface soil horizons showed significant soil structural changes and increased redoximorphic features caused by soil disturbance. The disturbed soil layers in recently created traffic ruts consisted of exposed and severely disturbed subsurface soils, but this layer was naturally ameliorated 2 years after the disturbance. Bedding site preparation had little amelioration effects on the physical properties of surface soil horizons because the surface horizons already had some incorporation of organic debris. Overall, the main consequence of bedding in a disturbed wet site was to increase the aerated soil volume. The bedding appeared to have little effect on disturbed subsurface horizons. Groundwater head in the study site was constantly higher than -25 cm during the study period, which caused groundwater inflow when the surface water level was low. Frequent fluctuation of the surface water level and constant water supply from the groundwater probably explain the high productivity of the study site. Results of the annual water balance showed that surface soil water storage changes were very small, and annual precipitation and potential evapotranspiration were approximately equal. Silvicultural practices and minor topography on the study site had significant effects on the water balance because they influenced surface water level. Surface water hydraulic gradient evaluation and multivariate cluster analysis indicated that micro-site hydrology and water flow patterns were significantly altered by wet-weather harvesting and bedding site preparation, but overall site hydrology was not altered. Evaluation of predicted surface water level indicated that micro-topography and precipitation patterns had significant influences on surface water levels during the site establishment period. These results revealed that the hydrologic components of wetland delineation are complex in the wet pine flatwoods. / Ph. D.

This thesis compares the in situ water balance of common annual production systems (wheat, lupin, subclover and serradella) with a grazed perennial system (lucerne) at a site in the Avon Catchment, Western Australia. Using a physically-based water balance approach the value of a plant based solution in redressing the hydrological imbalance that has become a feature of much of the dryland agricultural region of Western Australia is investigated. The effectiveness of lucerne in providing greater available storage for buffering large rainfall events, as compared to the annual systems, is illustrated. Continued transpiration following out-of-season rainfall events maintains a larger available storage capacity. In contrast, the annual systems that are fallow over summer only withdrew a small fraction of water by soil evaporation between rainfall events. Under annual systems, the profile moisture store was sequentially increased to the extent that additional increments of rainfall could potentially contribute to deep drainage. A particular focus of this study has been to investigate the presence of soil constraints to root growth, and to assess how these constraints affect the water balance. A site survey indicated the soil penetration resistance was sufficient to impose a physical constraint to root growth. Published literature on the site shows soil acidity is also at a level imposing chemical constraints to root growth. A root growth model “Rootmodel”, for predicting root growth with and without soil constraints is examined in detail as a method for providing root growth parameters for inclusion into the numerical water balance model, SWIM based on Richard’s equation. Functions developed from “Rootmodel” adequately describe the effect of profile limitations to root growth, such as soil strength, moisture availability and temperature. Recommendations are made for inclusion of a growth suppressing function in “rootmodel” based on the chemical limitation of low pH. The effects of soil acidity on the root growth of several species is investigated experimentally and the resultant root data provided a reference point by which the simplified prediction of root growth built into SWIM could be adjusted using a linear reduction function. A similar linear reduction function is also employed to impose a physical constraint in the form of high penetration resistance.

In most of the urban cities of developing countries piped water supply is intermittent and they receive water on alternate days for about few hours. The Unaccounted For Water (UFW) in these cities is very high due to aged infrastructure, poor management and operation of the system. In the cities of developing countries, supplied water is not able to meet the demand and there is huge gap between supply and demand of water. To meet the water demand people are depending on other sources of water like groundwater, rain water harvesting, waste water treatment, desalination etc. Huge quantity of groundwater is extracted without any account for the quantity of water used. The main challenge for water authorities is to meet the consumer demands at varying loading conditions. However, the present execution of decisions in the operational management of WDS is through manual control. The manual control of valve throttling and control of pump speed, reduces the efficiency and operation of WDS. In such cases, system modeling coupled with automated control can play a significant role in the appropriate execution and operation of the system. In the past few decades, there has been a major development in the field of modeling and analysing water distribution systems. Most of the people in Indian mega cities are facing water problems as they are not able to receive safe reliable drinking water. In rapidly growing cities, the water resources management has been a major concern for the Government. There is always a need to optimize the available water resources when the rate of demand constantly beats the rate of replenishments. Mathematical modeling of WDS has become an indispensible tool since the ages to model any type of WDS. Development of mathematical models of WDS is necessary to analyse the system behavior for a wide range of operating conditions. Using models, problems can be anticipated in proposed or existing systems, and solutions can be evaluated before time, money, and materials are invested in a real-world project. In the present study, we have developed a model of WDS of a typical city like Bangalore, India and analysed them for several scenarios and operating conditions. Bangalore WDS is modeled using EPANET. Before a network model is used for analysis purpose, it must be ensured that the model is predicting the behavior of the system with reasonable accuracy. The process of matching the parameters of the developed model and the field observed data is known as calibration. All WDS require calibration for effective modeling and simulation of the system. Demand and roughness are the most uncertain parameters and they are adjusted repeatedly to get the required head at nodes and flow in the pipes. The calibration parameters usually include pipe roughness, valve settings, pipe diameter and demand. Pipe roughness, valve settings and pipe diameter are associated with the flow conditions and the demands relate to the boundary conditions. For Bangalore WDS, the values of roughness coefficient and demand are available; and the values of valve settings are not available. Hence, this value is estimated during calibration process. Dynamic Inversion (DI) nonlinear controller with Proportional Integral Derivative (PID) features (DI-PID) is used for calibrating WDS for valve settings on the basis of observed flow and roughness coefficient. From the obtained results it is observed that, controllers are capable of achieving the target flow to all the GLRs with acceptable difference between the flow meter readings and the simulated flow. After calibrating any real WDS to the field observed data, it will be useful for water authorities if the consumer demands are met up to certain extent. This can be achieved by using the concept of equitable distribution of water to different consumers. In the urban cities of developing countries, often large quantities of water are supplied to only a few consumers, leading to inequitable water supply. It is a well known fact that quantity of water supplied from the source is not distributed equitably among the consumers. Aged pipelines pump failures, improper management of water resources are some of the main reasons for it. Equitable water to different consumers can be provided by operating the system in an efficient manner. Most of the urban cities receive water from the source to intermediate reservoirs and from these reservoirs water is supplied to consumers. Therefore, to achieve equitable water supply, these two supply levels have to be controlled using different concepts/ techniques. The water requirement of each of the reservoirs has to be calculated, which may depend on the number of consumers and consumer category. Each reservoir should receive its share of water to satisfy its consumer demand and also there must be provision to accommodate shortages, if any. The calibrated model of Bangalore WDS is used to achieve equitable water supply quantity to different zones of Bangalore city. The city has large undulating terrain among different zones which leads to unequal distribution of water. Dynamic Inversion (DI) nonlinear controller with Proportional Integral Derivative (PID) features (DI-PID) is used for valve throttling to achieve the target flows to different zones/reservoirs of the city at different levels. Equitable water distribution to different reservoirs, when a part of the source fails to supply water is also discussed in this thesis. From the obtained results it is observed that, controllers were responding in all the cases in different levels of targets for such a huge network. When there is change in supply pattern to achieve the equitable supply of water to different zones, the hydraulics of the WDS will change. Therefore, it is necessary to understand whether the system is able to handle these changes. The concept of reliability can be used to analyse the performance of WDS for wide range of operating conditions. Reliability analysis of a WDS for both normal and likely to occur situations will give a better quality of service to its consumers. Calculating both hydraulic and mechanical reliability is important as the chances of occurrence of both the failure scenarios are equal in a WDS. In the present study, a methodology is presented to model the nodal, system and total reliability for water supply networks by considering the hydraulic and mechanical failure scenarios. These two reliability measures together give the total reliability of the system. Analysing a real and complex WDS for the probable chances of occurrence of the failure scenarios; and then to anlyse the total reliability of the system is not reported in the literature and this analysis is carried out in the present study for Bangalore city WDS. The hydraulics of the system for all the operating conditions is analysed using EPANET. Hydraulic reliability is calculated by varying the uncertain independent parameters (demand, roughness and source water) and mechanical reliability is calculated by assuming system component failures. The system is analysed for both the reliability scenarios by considering different chances of failure that may occur in a real WDS; and hence the total reliability is calculated by making different combinations of hydraulic and mechanical failure scenarios. Sensitivity analysis for all the zones is also carried out to understand the behavior of different demand points for large fluctuation in hydraulics of the system. From the study, it is observed that, Hydraulic reliability decreases as the demand variation increases. But, as the roughness variation increases, there is no much change in the nodal or system reliability. Consumer demand or reliability of the WDS can be increased by saving the water lost in the system. This can be achieved by tracking the water parcel from the source till the consumer end, which will give an idea about the performance of different stages and zones in achieving the target flows. Huge quantity of water is lost in WDS and hence it is necessary to account for the water lost at different levels, hence the system can be managed in a better way. In most of the intermittent water supply systems demand is controlled by supply side; there is also a need to understand the demand variation at the consumer end which in turn affects the supply. Matching this varied supply-demand gap at various levels is challenging task. To get a better control of such problem, water balance (WB) equations need to be derived at various levels. When we derive these WB equations it should be emphasized that UFW is one of the major component of this equation. Given this back ground of the complex problem, for a typical city like Bangalore, an attempt is made to derive WB equations at various levels. In the present study, stage-wise and zone-wise WB is analysed for different months based on the flow meter readings. The conceptual model developed is calibrated, validated and also the performance of the model is analysed by giving a chance of error in the flow measurement. Based on all the above observations, stage-wise and zone-wise water supply weights are also calculated. From the study it is found that, there is no much loss of water in all the four stages of supply. Water loss is minimal of about 3 % till water reaches from source to GLRs. Water is transferred between the stages during some days of the month, may be due to shortage of water or due to unexpected demand. Huge quantity of water is lost in the distribution main which is of about 40 to 45% for all the moths which is analysed. This type of model will be extremely useful for water supply managers to manage their resources more efficiently and this study is discussed in detail as a part of this thesis. As mentioned above, huge quantity of groundwater is used in urban cities and the quantity of water extracted is not accounted. In the present study, zone wise and sub zone-wise piped water and ground water used in different parts of the cities is analysed with the help of available data. From the study it is observed that, the quantity of piped water supply and UFW is consistent for the time period analysed and the quantity of water withdrawn from the borewells are varying considerably depending on the yield of the borewlls in different zones. The main components of urban water supply are piped water, ground water, rainfall and runoff generated, UFW, waste water produced and other water quantities which may be minute. In future, to manage the water resources properly, integrated water management is necessary in city scale which will give an idea about the total water produced and the water utilized at the consumer end. Therefore, integrated water management concept is carried out in Hebbal region, (a small part of Bangalore) using the available data. From the analysis we noticed that, domestic water supplied to North sub zones are better when comparing to East sub zones. This type of total water balance can be studied in other parts of Bangalore, to understand the behavior of different water components and to make better decisions. The developed model, analysis and operating conditions of this study can be applied to other similar cities like Bangalore. This type of study may be useful to water authorities for better control of the resources, or in making better decisions and these types of models will act as decision support systems.

Thesis (MScAgric)--Stellenbosch University, 2014. / ENGLISH ABSTRACT: The aim of this study was to investigate the influence of crop rotation and soil tillage on the soil water balance and water use efficiency of wheat, canola, lupin and medics in the Swartland sub region of the Western Cape. This trail was conducted as a component study within a long-term crop rotation/tillage trial during 2012 and 2013 at the Langgewens Research Farm (33016’42.33” S; 18042’11.62” E; 191m) of the Western Cape Department of Agriculture near Moorreesburg. The experiment was laid out as a randomized complete block, with a split-plot treatment design and replicated four times. Three crop rotation systems, continues wheat (WWWW), wheat/medic/wheat/medic (WMcWMc) and wheat/canola/wheat/lupin (WCWL) were allocated to main plots. . Each main plot was subdivided into four sub-plots allocated to four tillage treatments namely: zero-till (soil left undisturbed and planted with zero-till planter), no-till (soil left undisturbed until planting and then planted with a tined no-till planter), minimum-till (soil scarified March/April and then planted with a no-till planter) and conventional tillage (soil scarified late March/early April, then ploughed and planted with a no-till planter). All straw, chaff and stubble remained on the soil surface and no-grazing was allowed on all tillage treatments. Three replicates were included in this current study. Only the no-till (NT) and conventional till (CT) were included in this current study as main tillage treatments. The volumetric soil water content was monitored at weekly intervals during the active growing season (May-October) and once a month during the fallow period (November-April) using a Diviner 2000 soil moisture meter. The Diviner 2000 was used to record the soil water content at every 100 mm depth increment up to the maximum depth of the profile. At the end of the growing season the total biomass, grain yield and quality parameters were determined. The soil water balance data calculated from the 2012 season were found to be inconclusive due to too shallow installation of soil water monitoring tubes and big variations in the depth complicating any attempt in comparing data from treatments and cropping systems. Soil water monitoring tubes was installed to a depth of 900 mm in the 2013 season. Complications during planting in the 2013 season resulted in very poor emergence in the CT sites. Weed counts revealed that only 38 % of CT sites were covered by crop, 31 % with weeds and 31 % were completely bare. The NT sites had 40 % crop coverage, 50.5 % grass weed coverage and only 9.5% bare surface. As a consequences crop rotation had no effect on the soil water balance, while the tillage treatments showed a response. The effect that tillage had on the soil water balance was clearly shown in the 2013 season, in which 79 mm more rainfall occurred than the long-term average. NT retained more soil water in the profile in the drier first half of the season when only 30 % of the total rainfall in the 2013 season occurred. There was no real difference in the soil water retention in the second half of the season where 70 % of the total rainfall in the 2013 season occurred. Crop rotation did have a positive effect on grain yield. Wheat monoculture was out performed by legume based cropping systems. This trend was also observed in the biomass production. No significant difference between tillage treatments were recorded when comparing grain yield data. However wheat mono culture was again out-performed by the McWMcW, CWLW and LWCW systems producing on average significantly higher biomass. The data from both seasons suggest that in seasons where more rainfall than the long term average occurs, there is no difference in the RUE between cropping systems or tillage practices.. This study highlighted the major effect that the prevailing weather conditions have and that the expected advantages associated with NT most likely only come into play in dry conditions when plant water availability is limited. / AFRIKAANSE OPSOMMING: Die doel van hierdie studie was om die invloed van grondbewerking en gewasproduksiestelsels op die grondwaterbalans en doeltreffendheid van watergebruik te ondersoek in die koringproduserende gebied van Malmesbury. Hierdie eksperiment is uitgevoer as 'n komponentstudie binne 'n langtermyn grondbewerking/gewasrotasieproef gedurende 2012 en 2013 op die Langgewens Navorsingsplaas (33016'42 .33 'S; 18042'11 0,62' E, 191m) van die Wes-Kaapse Departement van Landbou naby Moorreesburg. Die eksperiment is uitgelê as 'n volledige ewekansige blok, met 'n gesplete perseel behandelingsontwerp met vier herhalings. Drie gewasproduksiestelsels naamlik, koring monokultuur (WWWW), koring/medic/koring/medic (WMcWMc) en koring/canola/ koring/lupiene (WKWL) is elk toegeken aan persele en vier keer herhaal. Elke hoofperseel is onderverdeel in vier subpersele en bewerkingsbehandelings is soos volg toegeken: Konvensionele bewerking (CT) - grond gebreek in Maart/April, en daarna geploeg en geplant met geen bewerkingsplanter. Minimum bewerking (MT) - grond gebreek in Maart/April en daarna geplant met 'n geen bewerkingsplanter. Geen bewerking (NT) - grond is heeltemal onversteur gelaat tot planttyd en daarna geplant met 'n geen bewerkingsplanter. Zero bewerking (ZT) - grond tot planttyd met rus gelaat en dan geplant met 'n sterwielplanter. Alle strooi, kaf en stoppels het op die grondoppervlak gebly en geen beweiding is toegelaat nie. Slegs drie herhalings is ingesluit in die huidige studie en slegs die geen bewerking (NT) en konvensionele bewerking (CT) is in die huidige studie as hoof bewerkingbehandelings ingesluit. Die volumetriese grondwaterinhoud is weekliks gemonitor tydens die aktiewe groeiseisoen (Mei - Oktober) en een keer 'n maand gedurende die braaktydperk (November - April) met behulp van 'n Diviner 2000 grondvogmeter. Die Diviner 2000 is gebruik om die grondwaterinhoud by elke 100 mm diepte tot die maksimum diepte van die profiel te bepaal. Aan die einde van die seisoen is die totale biomassa, graanopbrengs en kwaliteitparameters bepaal. Die data vir grondwaterbalans van die 2012-seisoen is buite rekening gelaat weens te vlak installering van moniteringsbuise en groot variasie in die dieptelesings wat enige poging om vergelykende data van rotasie en behandelings te verkry, bemoeilik het. Moniteringsbuise vir grondwater is geïnstalleer tot op 'n diepte van 900 mm in die 2013-seisoen. Komplikasies tydens die plantaksie in die 2013-seisoen het gelei tot 'n baie swak opkoms in die CT-persele. Slegs 38 % van die CT-persele was bedek deur die gewas en 31 % met onkruid, terwyl 31 % van die oppervlak onder CT-behandeling heeltemal kaal was. Die NT-persele het 40 % gewasbedekking, 50.5 % grasbedekking en slegs 9.5 % kaal oppervlak gehad. Dit het die poging, om die effek van wisselboustelsels op die grondwaterbalans, in die wiele gery. Alhoewel wisselbou skynbaar geen effek op die grondwaterbalans gehad het nie, het die tipe bewerking egter wel ‘n effek gehad. Die effek van grondbewerking op die grondwaterbalans het duidelik na vore gekom in die 2013-seisoen. In hierdie seisoen het 79 mm meer reën geval as die langtermyngemiddelde. Geen bewerking het meer grondwater in die droër eerste helfte van die seisoen in die profiel behou, toe slegs 30% van die totale reënval in die 2013 geval het. Daar was geen beduidende verskil in die grondwaterretensie in die tweede helfte van die seisoen toe 70% van die totale reënval in die 2013 geval het nie. Wisselbou het egter 'n positiewe uitwerking op die graanopbrengs gehad. Koring monokultuur is in opbrengsyfers geklop deur stelsels met peulplante as komponent. Hierdie tendens is ook waargeneem in die biomassaproduksie. Bewerkingsbehandelings het geen beduidende verskil in graanopbrengste tot gevolg gehad nie, hoewel die biomassaproduksie van koring monokultuur weer geklop is deur die McWMcW-, CWLW- en LWCW-stelsels. Die data van beide seisoene dui daarop dat in seisoene waar meer reën as die langtermyn gemiddelde voorkom, daar geen verskil in die RUE tussen verbouingstelsels of bewerkingspraktykes was nie. Hierdie studie beklemtoon die groot invloed wat die heersende klimaat speel en dat die verwagte voordele wat verband hou met NT waarskynlik slegs ‘n rol speel in droër jare.

Les toitures végétalisées ont des répercussions très positives sur la performance énergétique des bâtiments. L’objectif est d’évaluer l’incidence des toitures végétalisées sur la performance énergétique des bâtiments à travers des moyens numériques et expérimentaux. La modélisation du comportement thermo-hydrique des toitures végétalisées permet de quantifier ces effets et contribue à promouvoir cette technique.Cette thématique requiert en premier lieu des compétences en énergétique du bâtiment et de modélisation thermique dynamique, si l’on souhaite établir un modèle représentatif du comportement thermo-hydrique d’un composant de toiture végétalisée. Afin de développer ces différents aspects, un travail préliminaire qui consiste en une étude bibliographique approfondie portant sur les modèles proposés dans la littérature a été entrepris. Sur la base de cette étude bibliographique, un modèle couplé de transfert de chaleur et d’humidité a été développé. Ce modèle est basé sur l’établissement des équations de bilan énergétique sur la surface du feuillage et la surface du sol. Afin d’affiner le modèle développé et d’obtenir de meilleurs résultats numériques, diverses caractérisations expérimentales des matériaux qui entrent dans la composition de la toiture végétalisée ont été effectuées. Une plateforme expérimentale (Climabat, échelle 1/10) a été conçue sur le site de l’Université de La Rochelle dans le but de mesurer l’incidence des toitures végétalisées sur les bâtiments et fournir des données permettant de calibrer et de vérifier le modèle développé. Des comparaisons ont été entreprises entre toiture végétalisée et toiture classique, une différence de température de surface extérieure de 30°C a été notée pendant la période d’été. Les résultats des simulations montrent aussi que la végétalisation des toitures de bâtiment améliore non seulement les conditions de son confort thermique mais aussi sa performance énergétique. Des campagnes de mesures ont été également effectuées sur des bâtiments réels équipés avec des toitures végétalisées. La validation expérimentale du modèle développé a été ensuite entreprise à deux échelles, l’une à échelle réduite (maquette échelle 1:10) sur des bancs d’essais sur le site de l’Université de La Rochelle et une à échelle réelle, sur des pavillons BBC existants où différentes typologies de toitures végétalisées ont été instrumentées. Une fois le modèle développé et sa pertinence vérifiée par comparaison à des mesures expérimentales, il a été couplé à un code de simulation thermique dynamique des bâtiments (TRNSYS). Cela a permis de prédire la performance énergétique et le calcul des besoins de chauffage et de climatisation des bâtiments équipés d'une toiture végétalisée. Les résultats de simulations ont montré que la présence d'une toiture végétalisée permet une réduction des besoins des bâtiments et protège la membrane d’étanchéité de la toiture des températures extrêmes et des grandes fluctuations de température. De plus, il a été constaté que l'effet des toitures végétalisées sur la réduction de la température de l'air intérieur est plus important en été. Aussi, il a été constaté que les besoins de climatisation et de chauffage dépendent fortement du niveau d'isolation de la toiture. Enfin, les simulations réalisées pour différents climats ont montré que la toiture végétalisée est bénéfique pour le climat des pays européens. / Green roofs have a positive effect on the energy performance of buildings, providing a cooling effect in summer, along with a more efficient harnessing of the solar radiation, due to the reflective properties of the foliage. To assess these effects, a thermodynamic model was developed as well as the thermo-physical properties of the green roof components were characterized.The proposed model is based on energy balance equations expressed for foliage and soil media. The influence of the mass transfer on the thermal properties, and evapotranspiration were taken into account. Then, the water balance equation was added into the developed model and numerical simulations were performed. In order to evaluate the temperatures evolution at foliage and soil ground levels.Three of the main physical properties of green roofs were experimentally investigated to determine some of the green roofs’ modeling key parameters. First, the thermo-physical properties of green roofs were characterized by correlating the thermal conductivity of the substrate with the water content for different substrates and maximum water capacities. Next, the moisture storage was characterized using the dynamic vapor sorption technique. Third, themicro-structural properties of green roof substrate were characterized using mercury intrusion porosimetry. In addition to these characterizations, the evapotranspiration term, which is very important in the water balance, was measured.The model was experimentally validated according to a green roof platform (scale 1:10) constructed on the site of the University of La Rochelle. Measurements have also been conducted in a full scale building equipped with green roofs. Once the proposed model validated, it has been coupled to a building thermal code (TRNSYS) to evaluate the impact of green roofs on the energy performance of buildings.The results show that the effect of mass transfer in the subtract was very effective in reducing the model errors. Comparisons were undertaken with a roof slab concrete model; a significant difference in temperature (up to 30 °C) between the outer surfaces of the two roofs was noticed in summer. The heat flux through the roof was also evaluated. The roof passive cooling effect was three times more efficient with the green roof. In the winter, the green roof reduced roof heat losses during cold days; however, it increased these losses during sunny days. With a green roof, the summer indoor air temperature was decreased by 2 °C, and the annual energy demand was reduced by 6% for an oceanic climate such as that of La Rochelle. Finally, the simulations performed for different climates suggest that green roofs are thermally beneficial for hot, temperate, and cold European climates.