Dissertations / Theses on the topic 'Waten'

A contaminação de aquíferos é um dos principais impactos ambientais causados pelos lixiviados de aterros de resíduos sólidos. Uma vez impactada, a água subterrânea sofre, ao longo do tempo e espaço,diversos processos biogeoquímicos que são responsáveis pela formação de diferentes zonas redox nesse ambiente. Essas zonas redox condicionam o comportamento das diversas substâncias oriundas do próprio lixiviado e outras que resultam da interação entre a água subterrânea, lixiviado e meio geológico. Algumas dessas substâncias podem causar riscos à saúde humana e a receptores ecológicos. Assim, o entendimento dos processos que controlam essas substâncias é fundamental para o estabelecimento de medidas de intervenção ambientalque visem a recuperação de áreas degradadas por resíduos sólidos. Neste contexto, este trabalho tem como objetivos apresentar: (a) uma revisão de trabalhos existentes sobre o tema proposto e (b) os resultados de um estudo hidrogeológico e geoquímico que procure explicar, por meio de um modelo conceitual, os principais processos decorrentes do impacto de líquidos lixiviados nas águas subterrâneas e solos associados a um antigo lixão. Os trabalhos de campo, realizados em um aterro de resíduos sólidos situado no município de Araras que operou entre 1992 e 2008, consistiram de mapeamento geológico de superfície, levantamento geofísico porcaminhamento elétrico, execução de 34 sondagens de reconhecimento do subsolo, instalação de 16 poços de monitoramento e coleta e análises laboratoriais de amostras de solo, lixiviado e águas subterrâneas. Os resultados das análises efetuadas indicaram que o aterro avaliado está em fase metanogênica e promove a alteração da qualidade das águas subterrâneas locais. Os principais parâmetros de interesse ambiental identificados no lixiviado foram sólidos totais dissolvidos, demanda bioquímica de oxigênio, nitrogênio amoniacal, metano, Na, Cl, Fe(II), Mn(II), Ba, B, Co, Cd. A geometria da pluma que abrange as zonas redox identificadas possui importante controle imposto pelo arcabouço geológico e pelos fluxos superficias e subterrâneos. Com base em critérios desenvolvidos especificamente para este aterro, foram identificadas as seguintes zonas redox: (a) aeróbia a montante do aterro e no setor não impactado do aluvião; (b) metanogênica sob o aterro; e (c) ferro e/ou manganês-redutora entre a zona metanogênica e o rio das Araras. Contornandoa zona ferro e/ou manganês redutora, foi inferida a existência de uma zona de desnitrificação. Além das reações redox características destas zonas, outros processos contribuem para a atenuação das concentrações dos contaminantes detectados. Para o lixiviado que escoa sobre a planície de inundação ocorrem: (a) diluição em águas superficiais que sazonalmente atingem a planície inundação; (b) evapotranspiração dos lixiviados que atingem as águas superficiais; (c) oxidação porcontato com a atmosfera; (d) possível degradação pela ação de microorganismos em superfície. Em subsuperfície ocorrem os seguintes processos: (a) diluição por águas subterrâneas provenientes de montante; (b) dispersão; (c) troca iônica do Fe(II) e Al(III) por K e Na; (d) formação de complexos orgânicos e inorgânicos; (e) dissolução e (f) precipitação. O modelo hidrogeológico e geoquímico obtido deve servir de base para a realização de estudos futuros e implementação de medidas de intervenção para a recuperação da área.
Aquifer contamination is one of the main environmental impacts caused by the inadequate disposal of solid wastes. This contamination occurs when the solid waste leachate reaches this environment. Groundwater affected by leachates presents several biogeochemical processes in time and space, which vary according to the characteristics of leachate and local hydrogeology. These processes induce the formation of different redox zones in the subsurface environment which, in turn, determine the behavior of several substances which come from the leachate itself and others formed by the interaction between groundwater, leachate and the geological medium. Some of these substances may produce risks for both human and ecological receptors. Therefore, the understanding of the behavior of these substances in the subsurface is the key to establish environmental measures for rehabilitation of the waste disposal facilities. In this context, this work aims at presenting: (a) a technical and scientific literature review about the proposed issue and (b) the results of a hydrogeological and geochemical study which attempts to explain, with a conceptual model, the main processes resulting from the impact of liquid leachates on the groundwaters and soil associated to a former landfill. The fieldwork was done at a landfill which was active from 1992 to 2008, located in the municipality of Araras. This work consisted of a surface geological mapping, geophysical survey with electric tomography, 34 subsoil boreholes, 16 monitoring wells and soil, leachate and groundwater samples collection and lab analysis. The results show that the Araras landfill is in themethanogenic phase and it promotes alterations on local groundwater quality. The main contaminants identified in the leachate were Ba, B, Co, Cd, Fe(II), Mn(II),Na, Cl, DBO and CH4. The plume geometry which comprises the redox zones resulting from the leachate impact presents important control imposed by the geological framework and by the surface and underground flows. According to some criteria specifically developed for this landfill, the following redox zones were identified: (a) aerobic, located upstream the landfill and in the non-impacted alluvium sector; (b) methanogenic, below the landfill; (c) iron and/or manganese reduction, located between the methanogenic zone and the Araras river; and (d) denitrification, around the edge of the plume. Besides the redox reactions in these zones, other processes were found to contribute for the attenuation of theconcentration of the detected contaminants. For the leachate which flows over the flood plain the identified processesare: (a) dilution in surface waters which seasonally reach the flood plain; (b) evapotranspiration of the leachate which reach the surface waters; (c) oxidation through atmosphere contact; and (d) degradation by the action of surface microorganisms. In the subsurface, the following processes are found: (a) dilution by underground waters from upstream, (b) dispersion; (c) ionic changing of \'Fe POT.2+\' and \'Al POT.3+\' for \'K POT.+\' and \'Na POT.+\'; (d) formation of organic and inorganic complexes; (e) dissolution; and (f) precipitation. The developed hydrogeological and geochemical model should guide future studies and activities in the area.

4 pp.
Arizona Know Your Water.
Today, homeowners have access to several water treatment systems to help control minerals and contaminants and to disinfect their water. Nearly half of the homes in the U.S. have some type of water treatment device. Mistrust of public water utilities, uncertainty over water quality standards, concerns about general health issues and limited understanding about home water treatment systems have all played a role in this increasing demand for home water treatment systems. Private well owners also need to provide safe drinking water for their families and have to make decisions as to how to treat their own water sources to meet this need. However, choosing a water treatment system is no easy task. Depending of the volume of water and degree of contamination, the homeowner should consider professional assistance in selecting and installing well water treatment systems. The process of selection is often confounded by incomplete or misleading information about water quality, treatment options, and costs. The following paragraphs outline the major well water treatment options. Further details on types, uses (point of use) and costs of these home water treatment systems are provided in the Arizona Know Your Water booklet. Additional information about Arizonas water sources that can help private well owners make decisions about home water treatment options, can be found in Arizona Well Owners Guide to Water Supply booklet (see references section).

Source water quality plays a critical role in maintaining the quality and supply of drinking water, yet it can be negatively affected by human activities. In Pennsylvania, coal mining and treatment of conventional oil and gas drilling produced wastewaters have affected source water quality for over 100 years. The recent unconventional natural gas development in the Marcellus Shale formation produces significant volumes of wastewater containing bromide and has the potential to affect source water quality and downstream drinking water quality. Wastewater from coal-fired power plants also contains bromide that may be released into source water. Increasing source water bromide presents a challenge as even small amounts of bromide in source water can lead to carcinogenic disinfection by-products (DBPs) in chlorinated finished drinking water. However, bromide is not regulated in source water and is not removed by conventional drinking water treatment processes. The objective of this work is to evaluate the safe bromide concentration in source water to minimize the cancer risk of trihalomethanes - a group of DBPs - in treated drinking water. By evaluating three years of water sampling data from the Monongahela River in Southwestern Pennsylvania, the present analysis reached three conclusions. First, bromide monitoring for source water quality should be taken at drinking water intake points. Water sample types (river water samples vs drinking water intake samples) can lead to different water quality conclusions and thus affect regulatory compliance decision-making. Second, bromide monitoring at drinking water intake points can serve as a predictor for changes in heavily brominated trihalomethanes concentrations in finished water. Increasing bromide in source water can serve as an early warning sign of increasing formation of heavily brominated trihalomethanes and their associated cancer risks in drinking water. Finally, this work developed a statistical simulation model to evaluate the effect of source water bromide on trihalomethane formation and speciation and to analyze the changing cancer risks in water associated with these changing bromide concentrations in the Monongahela River. The statistical simulation method proposed in this work leads to the conclusion that the bromide concentration in source water must be very low to prevent the adverse health effects associated with brominated trihalomethanes in chlorinated drinking water. This method can be used by water utilities to determine the bromide concentration in their source water that might indicate a need for process changes or by regulatory agencies to evaluate source water bromide issues.

The theme that binds together the four papers in this dissertation is the tracking of physical quantities of water used by industries in the economy, and an exploration of whether and how this tracking could be helpful in informing water policies, as applied to the state of Nevada or sub-regions of Nevada. The concept of water footprints has been wildly popular in disciplines outside of economics and has been used to help make policy decisions normally considered to lie within the economist's realm. Yet many economists shun 'footprints' in general and water footprints in particular, seeing them as descriptive methods that have little or nothing to add to policy analysis. This thesis attempts to bridge a gap between economists, engineers and planners and the popular imagination about what economic concepts footprints are related to and how they can best be used in policy analysis.

Small reservoirs have become increasingly widespread across semi-arid regions, due to their ability to reduce transport of eroded soil and harvest scarce and unreliable rainfall for local users. The scale and geographical dispersion of these multiple hydro-social systems restrict their investigation, leading to difficulties in assessing their agricultural potential, their cumulative influence on runoff, and in identifying strategies to support riparian farmers. This research sought to develop a multi-scalar interdisciplinary approach to assess water availability across multiple small reservoirs and understand hydrological and wider drivers’ influence on associated agricultural practices. An Ensemble Kalman Filter approach was developed to combine 30 m Landsat flooded surface area observations with a daily hydrological (GR4J + water balance) model on 7 gauged reservoirs. Data assimilation, providing near-real time corrections, reduced runoff uncertainties generated by highly variable and localised rainfall intensities and lowered daily volume root mean square errors (RMSE) by 50% compared to the initial rainfall-runoff model forecast. Compensating for Landsat’s reduced temporal resolution and correcting outliers, the method correctly reproduced flood dynamics of 5 ha lakes (R²=0.9). Validated against extensive field data over 1999-2014, the method notably establishes Landsat imagery’s ability to assess annual water availability on ungauged reservoirs as small as 1 ha (RMSE circa 25%). Applied to 48 small reservoirs and 546 Landsat 5-8 images, the treatment chain identified the significant water scarcity and unreliability that impedes agricultural development on 80% of lakes in the Merguellil upper catchment (Central Tunisia). In parallel, rapid surveys, quantitative questionnaires and semi-directed interviews confirmed minimal withdrawals, yet highlighted the diversification of practices and the peripheral benefits accompanying small reservoir development. Many farmers lack the capabilities to increase their withdrawals and suffer physical and economic water access difficulties, mismanagement, compounded through limited and short-term government assistance. Individual successes resulted from farmers’ economic resilience and means to secure alternate water supplies during dry spells. Faced with limited storage capacities and prolonged droughts, small reservoirs must in this climatic context retain their supplementary irrigation focus and not strive to support widespread intensification of irrigated practices.

Publisher version
Ostrom (2007) and Ostrom and Cox (2010) argue that natural resource management has been plagued by the “panacea problem": that one-size-fits-all solutions to allocation and management problems have been applied without due consideration of the specific context. The outcome has been the disappointing results of many development and management programs. Integrated Water Resource Management (IWRM) has been recognised as a potentially effective way of allocating water where there are multiple, sometimes competing, users (Saravanan et al. 2009). It has been used successfully in a number of other developing country contexts, including Mexico, Brazil, India and Thailand (Orne-Giliemann 2008; Meinzen-Dick 2007). The principles of IWRM were also adopted in South Africa under the National Water Act (1998). Water User Associations (WUA) are seen as one of the key institutions driving IWRM, since they are designed to allow stake-holders at local level a say in the allocation and management of this important public good (Aoki 2001). However, WUAs in South Africa have mostly not been a success and are currently being reviewed at national level. For the most part, emerging black farmers and rural communities still do not have equal access to water, or a meaningful role in decision-making, and there are significant security of supply and allocation issues with regard to municipal users as well. Using the AID (Institutional Analysis and Development) framework (Ostrom 2007), with particular reference to economic theory relating to incentives and transactions costs, this paper asks if IWRM is a panacea treatment that does not fit the diagnosis of South Africa's water management problems. A case study approach is used, focusing on one of the few established WUAs in the Sundays River Valley Municipality in a rural area of South Africa.

This study was designed to evaluate the safety of gray water for reuse purposes. The physical and chemical quality of treated gray water met water reuse standards set by the State of Arizona for surface irrigation purposes. The number of microorganisms in gray water significantly decreased after biological treatment and sand filtration. However, the number of fecal coliform bacteria in treated gray water was still higher than the standard for reuse as set by the State of Arizona for surface irrigation. This is also true for rain water which was stored in a tank. No indigenous Salmonella were isolated from gray water. It was found that both Salmonella typhimurium and Shigella dysenteriae, seeded into gray water, can persist for at least several days. This implied that there may be some risk associated with gray water reuse when the gray water contains these pathogenic bacteria.

Water Resilience and Water ' Security is of primary importance to society, the economy and the environment at both global and local levels and Sustainable Water Management Systems (SWMS) are acknowledged as the way forward to deliver a multifaceted approach to managing the environmental, economic, and social resource aspects of design for land development. Therefore, a process model is required to explore the linkages and implications of utilising existing ad-hoc water saving technologies such as Rainwater Harvesting, Greywater Reuse and Sustainable Drainage Systems. This study provides a balanced alternative from traditional potable water supply and flood alleviation techniques, by adopting the concept of a secondary water supply, while providing the added advantage of controlling surface water runoff. However, for an evaluation process model to succeed at the planning and design stages there is also a need to have an in-depth understanding of not only legislation and policies, but also the complex multi-variables associated with site location demographics and key stakeholder preference. This Sustainable Water Evaluation Process (SWEP) was developed to integrate these complex variables by providing a quantative, qualitative and economic model analysis, in line with best management practice, assessed against selection scenarios, as defined by the model User. During this study the sustainability awareness and attitudinal change and concerns raised by both stakeholders and expert opinion on engineering and ecological difficulties are addressed through factors that include climate change, economic benefit and social inclusion. Adaptation options within this study illustrate the importance of addressing different socio-economic development scenarios. These scenarios have been demonstrated through a UK case study, which illustrates the advantages, associated with SWMS and reduced utility reliance from the regional network. The outcome of this research demonstrates a process model that is evidence based and provides, protects and promotes the use of combined S WMS practices at the development level to meet site specific conditions. The design decisions facilitate User flexibility while providing the land use planner, developer and designer with a process model for evaluating current SWMS technologies to provide greater emphasis on improved water resource management and the socio-economic issues that address Water Resilience and Water Security at the UK National, Regional and Local levels.

Thesis (MBA)--Stellenbosch University, 2005.
Some digitised pages may appear illegible due to the condition of the original hard copy
ENGLISH ABSTRACT: Water is essential for life. Like the very air that surrounds us the omnipresent and indispensable qualities of water pervade throughout all of our lives. For reasons of health, community and trade the beginnings of all civilisations were proximate to the mighty rivers of the world. In a rapidly expanding global village, the priority for our future is to secure the management of increasing levels of water demand, given the finite natural cycle that all water is subject to and derived from; the hydrological cycle. The focus of this papers investigation is how best to allocate the value of water through the relatively nascent developments of water markets. The premise of utilising markets for allocative efficiency is suitably ingrained in the workings of many societies today, and the need to treat water with commensurate value and avoid waste is encapsulated in the Dublin Principles, where #4 states; 'Water has an economic value in all its competing uses and should be recognised as an economic good'. Which in isolation has merit, the legacy of state water management is usually associated with underperformance at best or incompetence and corruption at worst, and therefore the introduction of market mechanisms to provide water with allocative efficiency and true value, should be a positive undertaking for change. However the requisite conditions for proficient markets and perfect competition; which primarily include, that all agents are buyers and sellers, for a homogeneous product, with perfect information, without externalities, after the full and fair assignment of property rights, where all goods and services are private goods, and where transaction costs remain close to zero; would seldom be applicable to water. The many idiosyncrasies of water inhibit the application of competitive markets. Water could easily be defined as a public good with riparian rights, subject to a range of social and environmental externalities, whilst incurring high structural entry costs and remaining subject to the problematic vagaries of the natural supply cycle. Demand profiles also give water a heterogeneous definition, as domestic uses include both sanitation and drinking water, whilst various levels of quality are required for industry and agriculture, and even recreation. This paper seeks to define those factors that both warrant and limit the introduction of market functions to water management. The premise of this paper remains the search for better ways of valuing water, and how to incorporate fully the foundations of the environment and social criteria of health, and poverty reduction within these economic considerations. The conclusion defines a premium / discount solution to market traded water prices, which internalises these factors.
AFRIKAANSE OPSOMMING: Water is noodsaaklik vir lewe. Net soos die lug wat ons omring het water ook alomteenwoordige eienskappe wat In onskeibare deel van ons lewens vorm. Die ontstaan van alle beskawings is te vinde in die nabyheid van groot en gevestigde riviere vir redes van gemeenskaplikheid, gesondheid en handel. Vandag se geintegreerde en snel-groeiende samelewing met sy toenemende vraag na water, noodsaak 'n toekomsgerigte benadering om waterbronne te bestuur gegewe die vaste water natuursiklus waar water vandaan kom en bewaar word in. Die fokus van hierdie studie is om die beste metodes te vind vir waterallokasie met verwysing na die ontwikkeling van water markte oor die eeue. Die gebruik van die markstelsel om water effektief te allokeer is die grondslag van baie samelewings vandag. So erken die Dublin beginsels die noosaaklikheid om 'n waarde te plaas op water beklemtoon dat dit nie vermors moet word nie. Beginsel #4 bepaal: "Water het 'n ekonomiese waarde in al sy vele gebruike en moet ooreenkomstig erken word as ekonomiese saak". Die bestuur van waterbronne deur 'n owerheid word gewoonlik vereenselwig met 'n nie-optimale of selfs korrupte onbevoegdheid. Hier behoort die bekendstelling van mark beginsels om 'n waarde en nut op water te plaas dus 'n positiewe ontwikkeling te wees. Tog is dit ook duidelik dat die vereistes vir 'n effektiewe mark; alle agente is kopers en verkopers, 'n eenvormige produk, deursigtigheid in informasie, geen eksternaliteite, erkenning van besitreg, alle goedere en dienste is privaat goedere, transaksie koste is naby aan nul; nie volkome toepasbaar is op water nie. Die eenvoudige asook komplekse aard van water verhoed dat standaard markstelsel en beginsels van kompetisie eenvormig toepasbaar is. Water kan ook maklik gekategoriseer word as publieke goedere met gemeenskapsregte, wat dit dan onderhewig sal maak aan verskeie maatskaplike en omgewingsmaatreëls, hoë toetrede kostes, en logistieke probleme van die verskaffingsiklus. Dit is egter die vraag na water wat defineer dit as heterogene produk met huishoudelike gebruike vir beide persoonlike verbruik asook sanitasie, terwyl doelgerigte gebruike in landbou, handel en nywerheid ook spesifieke kwaliteite kan vereis. Hierdie werkstuk beoog om die faktore te defineer wat die bekendstelling van 'n mark stelsel vir water bestuur daarstel en ook beperk. Die uitgangspunt van hierdie studie was om maniere te vind vir beter ekonomiese waardasie van water en dit dan te kombineer met die fondasies van die omgewing, maatskaplike & gesondheidsmaatreëls, asook die toeganklikheid van basiese dienste aan almal.

Cavitation is a phenomenon that occurs in liquids when the pressure drops below the vapor pressure of the liquid. Previous research has verified that cavitation bubble collapse is a dynamic and destructive process. An understanding of the behavior of cavitation is necessary to implement this destructive mechanism from an axisymmetric jet for underwater material removal. This work investigates the influence of jet pressure and nozzle diameter on the behavior of a cloud of cavitation bubbles generated by a submerged high-pressure water jet. First, this investigation is put into context with a condensed historical background of cavitation research. Second, a description of the cavitation-generating apparatus is given. Next, the experimental methods used to explore the behavior of the cavitation clouds are explained. Finally, the results of the investigation, including propagation distance, cloud width and area, pulsation frequency, and cloud front velocity are presented. Among the results is a discussion of the significant experimental factors affecting the behavior of the cavitation clouds. It is shown that the Reynolds number, specifically the diameter of the nozzle, has a significant effect on the measurements. In some cases the jet pressure, and subsequent jet velocity, had a less significant effect than was expected. Overall, this research describes the cavitation cloud formed when a submerged high-speed water jet discharges.

In the first chapter, I consider the institutional structures as well as the doctrines typically encountered in the surface water sector. To investigate the sources and methods of government support in the water sector, I categorize different sorts of government support according to the location of water along the water cycle. I conclude the section with examples of observed water markets. In the second chapter, I consider the problem of water usage, developing a model to analyze the optimal pricing of water within a second-best economy. As a water supplier, the local government may price discriminate across consumers and farmers. I introduce the second-best pricing scheme, derive conditions for the marginal-cost pricing and inverse-elasticity rules, and analyze when the government optimally deviates from these two pricing schemes. In the third chapter, I provide an analysis of the data I collected from Turkey. First, I examine the data on reservoir flows, including service share and fixed costs of the reservoirs. Then, I provide details about the relationship between the quantity and price of irrigation and of tap water. Finally, in the fourth chapter, I apply the theoretical framework to the data from Turkey. In Turkey, the current water-pricing policy is dictated by the sole objective of breaking-even in each period. This results in large withdrawals, which is not sustainable in the long-run, hence not optimal. I analyze the dynamic optimal water resource management problem of a benevolent government. I compare the implications of the current and the optimal pricing policies.

Maintaining water quality in distribution systems has become a prominent issue in the study of water networks. This thesis concentrates on disinfectant and particle counts as two important indicators of water quality. The models discussed in this work are based on data collected by the author. The experimental set-up and procedure are described and observations of particle counts, particle counter size distributions, monochloramine as disinfectant, temperature, heterotrophic plate counts and epifluorescence microscopy counts are reported. A model of the response of particle counts to an increase in flow is developed. This model is obtained from specification derived from the data and assumptions, and is validated by its interpretability and its fit to data. A local shear-off density and an initial biofilm shedding profile were introduced and thus a linear model for this part of the water quality dynamics could be obtained. A procedure for the identification of the parameters of the local shear-off function and for the determination of the biofilm shedding profile is presented. This profile can be used to provide information about the status of the distribution system in terms of shear-off from the biofilm on the pipe walls. Monochloramine decay dynamics are investigated. The chlorine meter data is preprocessed with the help of titration data to correct meter drift. The data is then used in calibrating two different possible chlorine models: a model with a single decay coefficient and a model with bulk decay coefficient and wall demand (as used in Epanet). Important difficulties in identifying these parameters that come about because of the structure of the models are highlighted. Identified decay coefficients are compared and tested for flow, inlet chlorine and temperature dependence. The merits and limits of the approach to modelling taken in this work and a possible generalisation are discussed. The water industry perspective and an outlook are provided.

A simple water balance model was applied to a micro-catchment water harvesting system for a semi-arid area in the North-Eastern part of Jordan. Two Negarim micro-catchment water harvesting systems were built at Al-Khanasri research station. A Randomized complete block design (RCBD) in factorial combination was used with six treatments and three replicates. Each plot was divided into two parts; a runoff area, and a run-on area. Two different treatments were used for the catchment area, these were: compacted (T1) and Natural treatments (T2). Three treatments were used for the run-on area, these were: disturbed (S1), stones (S2), and crop residue mulch (S3). Soil water content was measured over a depth of 0-1 m during the seasons 96-97 in these micro-catchments. In this model; daily rainfall, runoff, and evaporation were used. Runoff was calculated by the curve number method; evaporation was calculated by the Penman equation, the Priestley and Taylor method and the Class A pan approach. The least squares method was used for optimizing model parameters. The performance of the model was assessed by different criteria, such as root mean square error, relative root mean square error, coefficient of determination and the Nash-Sutcliffe efficiency method. The performance of the micro-catchments system was also evaluated. Results showed that with limited but reliable hydrological data good agreement between predicted and observed values could be obtained. The ratio of water storage in a one meter soil depth to the rainfall falling on each catchment indicated that T1S2 and T1S3 have the highest values in size1 plots while T2S1 and T2S2 have the highest values in size 2 plots. Modelling results showed that for all the size 1 plots, the required ratio of the cultivated to catchment area, (C/CA), required to ensure sufficient harvested water, was less than the actual ratio used in the experimental design. For the size 2 plots this was only true for the T1 treatments. Consequently for the majority of plot sizes and treatments, the results showed that a smaller catchment area is capable of providing sufficient harvested water to meet crop growth requirements. The experimental ratio was based on a typical yearly design rainfall for the region having either a 50% or 67% probability of occurrence. Results also indicated that using stones and crop residue as mulch on the soil surface in the cultivated area was effective in decreasing the evaporation rate. S3 was more efficient than S2 as it stored more water due to the higher infiltration rate (12.4 cm/hr) when compared to S2 (4.1 cm/hr).

Problémy s vodou, zejména její nedostatek a znečištění, ovlivňují každodenní lidský život a hospodářský vývoj. Globální změny klimatu zvyšují pravděpodobnost a četnost extrémních událostí jako jsou sucho a záplavy. Rostoucí problémy s nepravidelnou dostupností a znečištěním vody vyžadují pokročilejší metodiky hodnocení vodních zdrojů, které povedou k efektivnímu využití a hospodaření s vodou. Tato práce se zabývá rozšířenými metodikami pro hodnocení vody z pohledu její kvality a kvantity a pro hodnocení spotřeby energie a produkce emisí souvisejících s vodou. Tři hlavní metodiky jsou navrženy na základě konceptu vodní stopy (Water Footprint) a pinch analýzy vody (Water Pinch Analysis) pro posouzení kvantitativních a kvalitativních hledisek využití a spotřeby vody. Použití těchto metod je rovněž demonstrováno pomocí numerických a empirických případových studií zaměřených na hodnocení a optimalizaci využití regionálních a průmyslových vodních zdrojůDále jsou diskutovány souvislosti mezi vodou a energií (Water-Energy Nexus) za účelem analýzy problémů týkající se vody z širší perspektivy. Z pohledu vody a vodních zdrojů je provedeno počáteční zhodnocení energetické náročnosti a produkce emisí skleníkových plynů v problematice odsolování mořské vody. Výsledky prezentované v této práci navazují na současné metodiky hodnocení vodních zdrojů. Stopa dostupnosti vody (Water Availability Footprint) byla navržena pro zohlednění dopadu degradace kvality vody ve stávajících postupech pro posuzování nedostatku vody, ve kterých nebyla dříve řešena. Druhým přínosem této práce je návrh konceptu kvantitativní-kvalitativní vodní stopy (Quantitative-Qualitative Water Footprint - QQWFP), ve kterém je definována vodní stopa z pohledu nákladů a následně je stanovena v souvislosti s celkovými náklady na spotřebu vody a odstraňování kontaminantů, které se do vody dostávají v průběhu jejího využití. Vodní stopa založená na nákladech poskytuje výsledky, které jsou intuitivnější jak pro management vodních zdrojů tak i pro veřejnost. Tento přístup umožňuje lépe kontrolovat a řídit průmyslové a regionální využívání a správu vody. Třetím přínosem této práce je rozšíření pinch analýzy nedostatku vody (Water Scarcity Pinch Analysis - WSPA), ve které je aplikována pinch analýzy vody na makroúrovni se zaměřením na regionální hodnocení a optimalizaci zdrojů a využívání vody. Všechny tři navržené metody jsou zaměřeny na stanovení dopadů využití vody z hlediska jejího množství a kvality, analýzy QQWFP a WSPA také pokrývají dopady vícečetných kontaminantů. Kromě hledání řešení se tato práce také pokouší naznačit potenciální směry pro budoucí výzkum v dané oblasti. Mezi významná potenciální témata k diskuzi patří 1) pokročilejší metoda kvantifikace vlivu více kontaminantů a 2) implementace a analýza ekonomické proveditelnosti přístupů WSPA a QQWFP s lokalizovanými daty s cílem nalézt přizpůsobené řešení pro optimální využití regionální a průmyslové vody.

This thesis concerns the development and study of Ru-based water oxidation catalysts (WOCs) which are the essential components for solar energy conversion to fuels. The first chapter gives a general introduction about the field of homogenous water oxidation catalysis, including the catalytic mechanisms and the catalytic activities of some selected WOCs as well as the concerns of catalyst design. The second chapter describes a family of mononuclear Ru complexes [Ru(pdc)L3] (H2pdc = 2,6-pyridinedicarboxylic acid; L = pyridyl ligands) towards water oxidation. The negatively charged pdc2− dramatically lowers the oxidation potentials of Ru complexes, accelerates the ligand exchange process and enhances the catalytic activity towards water oxidation. A Ru aqua species [Ru(pdc)L2(OH2)] was proposed as the real catalyst. The third chapter describes the analogues of [Ru(terpy)L3]2+ (terpy = 2,2′:6′,2′′-terpyridine). Through the structural tailor, the ligand effect on the electrochemical and catalytic properties of these Ru complexes was studied. Mechanistic studies suggested that these Ru-N6 complexes were pre-catalysts and the Ru-aqua species were the real WOCs. The forth chapter describes a family of fast WOCs [Ru(bda)L2] (H2bda = 2,2′-bipyridine-6,6′-dicarboxylic acid). Catalytic mechanisms were thoroughly investigated by electrochemical, kinetic and theoretical studies. The main contributions of this work to the field of water oxidation are (i) the recorded high reaction rate of 469 s−1; (ii) the involvement of seven-coordinate Ru species in the catalytic cycles; (iii) the O-O bond formation pathway via direct coupling of two Ru=O units and (iv) non-covalent effects boosting up the reaction rate. The fifth chapter is about visible light-driven water oxidation using a three component system including a WOC, a photosensitizer and a sacrificial electron acceptor. Light-driven water oxidation was successfully demonstrated using our Ru-based catalysts.
QC 20110922

Thesis (M.S.)--University of New Orleans, 2003.
Title from electronic submission form. "A thesis ... in partial fulfillment of the requirements for the degree of Master of Science in Environmental Engineering"--Thesis t.p. Vita. Includes bibliographical references.

Les émulsions eau/eau (W/W) ont suscité un grand intérêt en raison de leur potentiel d'application dans différentes industries telles que l'agroalimentaire, les produits pharmaceutiques, les cosmétiques et les soins personnels. Le caractère particulier des émulsions W/W est leur stabilisation par ajout de particules. L’objectif de ce travail de thèse est de comprendre cet aspect en étudiant une émulsion modèle W/W à base de dextran et du poly(oxyde d'éthylène) stabilisée par des particules à base de protéines du lactosérum. Dans un premier temps, nous avons étudié l'effet de la morphologie des particules protéiques et leur partitionnement sur la stabilité des émulsions W/W. En particulier, la stabilité s’est révélée dépendre de la structure des particules quand ses derniers étaient sous forme de microgels, d’agrégats fractals ou de fibrilles. Il a été montré que la stabilité s'améliorait lorsque les particules se localiser préférentiellement dans la phase continue. Deuxièmement, nous avons étudié la gélification, des microgels et des agrégats fractals, induite en réduisant le pH entre 6,5 et 3,5 ou en ajoutant 0,3 M NaCl à pH 7,0 aussi bien quand l’excès des particules se situe dans la phase continue ou dispersée. Dans le premier cas, un réseau se formé dans la phase continue de dextran, permettant d’inhiber le crémage des gouttelettes de PEO, les agrégats fractals étant plus efficaces que les microgels. Dans le second cas, des particules protéiques denses pourraient être formées par gélification des gouttelettes de dextran dispersées. Finalement, nous avons exploré l'adsorption des protéines natives sur les particules de latex et leur capacité à stabiliser les émulsions
Water/water (W/W) emulsions have attracted great interest recently due to their high potential for applications in different industries such as food and beverages, pharmaceutical, cosmetics and personal care. An important issue is the stabilization of W/W emulsions by adding particles. The aim of the research for this thesis was to shed light on this issue by studying a model W/W emulsion formed by mixing dextran and poly(ethylene oxide) with particles based on whey proteins. Firstly, we studied the effect of the morphology of protein particles and their partitioning on the stability of W/W emulsions. The stability was different when microgels, fractal aggregates or fibrils were added. We showed that stability improved when the particles partitioned to the continuous phase. Secondly, we investigated gelation of the fractal aggregates and microgels induced by reducing the pH between 6.5 and 3.5 or by adding 0.3M NaCl at pH 7.0 with excess particles either in the continuous or he dispersed phase. In the first case, a network was formed in the continuous dextran phase, making it possible to arrest creaming of PEO droplets, fractal aggregates being more effective than microgels. In the second case, dense protein particles could be formed by gelation of the dispersed dextran droplets. Thirdly, we explored the effect of adsorbing native proteins unto latex particles on their capacity to stabilize W/W emulsions

This thesis addresses both the theory and simulation of diffusion of moisture in water-based biopolymer films, whose preliminary use is as adhesives on glass bottles in the labelling industry. The first part explores the kinetics of dehydration of thin films of these biopolymer materials. The second part of the thesis deals with moisture intake into both dried thin films and into the wet biopolymer gel network. Mathematical simulations based on Fick's laws of diffusion have been developed as a tool to understand the underpinning mechanisms of diffusion and of evaporation to discover which, if either plays a more dominant role in controlling the dehydration process. By inputting a series of different initial and final moisture contents, a full spectra of scenarios has been examined to aid understanding of the dehydration process. Numerical calculations where diffusion is the controlling mechanism as well as simulations where evaporation controls the process have been considered and discussed. Models in which a combination of both diffusion and evaporation are equally important are also studied. Fixed and moving boundary conditions are applied to the models and compared with dehydration results obtained experimentally. A simple method has been developed to assess the rehydration process of a dried biopolymer film and similar simulations have also been constructed to describe the rehydration of a water droplet into the thin, dried films. A novel method to investigate the migration of water into casein biopolymer gels using acoustic techniques has been developed and validated. The preliminary results are promising, highlighting the potential capability of the method. As the composition of a material changes, the speed of a wave of sound being passed through the material changes, so by monitoring this change as a function of time, concentration profiles of the biopolymer material can be constructed. Simulated concentration profiles were successfully produced based on Fick's second law of diffusion, to obtain a diffusion coefficient dependent on both time and position. By fitting these curves to the experimental data, diffusion coefficients are obtained with values of the same order of magnitude as those calculated from the experiments on a dehydrating thin film of the same composition.

2 pp.
The majority of people who live in rural Arizona get their drinking water from wells. If a well is not constructed or maintained properly, the water quality could be affected. This publication lists some questions to help you determine whether your drinking water has a high or low potential of becoming polluted.

TESIS PARA OPTAR AL GRADO DE MAGÍSTER EN ADMINISTRACIÓN
Marcelo Arellano V. [Parte I], Gino Marcelo Bazo Godoy [Parte II]
Las empresas relacionadas con el mercado del agua son diversas. Este vital elemento para la vida humana como para los procesos industriales es cada vez más escaso y requiere generar conciencia, compromiso e innovación en usar nuevas tecnologías disponibles para optimizar su uso. Llamaremos AESWater a quien será una empresa que se dedique a la comercialización de agua Industrial en el norte de Chile, aprovechando la plataforma de la central térmica de la zona de Mejillones. Su actividad será generar agua industrial, mediante el proceso de desalinización, particularmente a procesos mineros de la zona, de manera que puedan realizar sus actividades actuales y futuras sin el problema de abastecimiento de este vital elemento, cumpliendo con la nueva normativa, contribuyendo de manera significativa a iniciativas gubernamentales de la gestión del agua y cuidado del medio ambiente. Además, atenderá a clientes tales como, sanitarias y centrales térmicas, quienes necesitan de éste vital elemento para sus actividades. Este modelo de negocio es expandible a los otros sitios donde exista una central térmica costera. El tamaño de mercado potencial es de casi MMUS$1.6041 y en donde la industria de la “generación de agua industrial” es atractiva dada la poca presencia de esta tecnología a nivel nacional, existen pocos sustitutos, las barreras de entrada son altas, la competitividad en el mercado chileno es baja y existen restricciones gubernamentales, por ejemplo de la DGA2, a otorgar nuevos permisos. Referente a los clientes, éstos se identifican en diferentes mercados, lo cual reduce el riesgo debido a la diversificación. Los mercados objetivo detectados son Minería MMUS$ 383, Sanitarias MMUS$ 96 e Industria de la Energía MMUS$ 48 quienes poseen diferentes características por lo cual la estrategia de comercialización a utilizar para cada uno difiere dada sus necesidades. Por ejemplo en normativa, RSE3, en imagen, montos de gasto, etc. Evaluados estos segmentos por atractivo, dan como resultado que los primeros clientes a desarrollar están en los segmentos Minería y luego Sanitarias, la Industrial de la Energía requiere una calidad diferente pero alcanzable como parte adicional de proceso. Una de las actividades clave del negocio son los permisos ambientales vigentes, otro no menor es el costo de la energía dada la sinergia con la termoeléctrica, las capacidades operativas que en conjunto logran la oportunidad en la entrega y adaptabilidad a las necesidades de cada cliente. Esto sumado a un servicio post venta de seguimiento, dado que el relacionamiento con el cliente es (B2B) face to face es muy estrecho. En lo medio ambiental el valor en el negocio propuesto aporta con la disponibilidad del recurso hídrico en lugares alejados. Se busca ofrecer soluciones completas con mínimo impacto ecológico y utilizando energía a bajo costo. La oportunidad comercial es de una ventana limitada con contratos a largo plazo antes de la llegada de nuevos competidores, por lo que el ingreso es agresivo y rápido, apuntando a cubrir el mercado detectado en un plazo de 4 años. Los principales resultados obtenidos en la evaluación económica de este plan de negocio, son una VAN de MMUS$ 556,1, una TIR de 31,86%, con una Inversión Total (Activo + Capital de Trabajo) MMUS$ 410,31 y un Payback de 6 años.

Architecture consists of parts that make a whole. These parts can be defined as decisions, details, joints, spaces, forms. But what if these parts are experiences, specific encounters woven together to create the whole? This project is a whole, assembled by episodic moments. The pavilion is designed on Daingerfield Island, located south of Ronald Reagan National Airport along the Potomac River in Alexandria, Virginia. The site offers a panoramic view across the water of the airport, Washington Monument, Jefferson Memorial, and the U.S. Capitol. The Washington Sailing Marina and the Mount Vernon Trail define Daingerfield\'s edges. Despite its name, the now peninsula is a delightful place full of potential activity for sailors, bicyclists, and visitors who want to be near the water. Along the eastern edge exists an array of trees that provides a natural canopy for visitors who sit along the waterfront and watch the planes arrive and depart from the airport. The project proposes to design a pavilion with a second floor restaurant within these trees, anchored to the water\'s edge. The project removes the existing restaurant on the tip of the peninsula to create space for a park and open up the view across the water of Washington, D.C. In the project, the Mount Vernon Trail extends around Daingerfield Island along the waterfront.
Master of Architecture

" full water" is a collection of poems examining a single consciousness, from a singular experience, that resonates to generational experiences. full water is a personal and literal landscaping: from the southern calm of Virginia to the innate heartbeat of south Bronx streets, the poems are grounded in a firm sense of place. The personal landscaping strongly connects with this literal landscaping, as this is a collection of someoneâ s constantly leaving, an attempt at establishing identity through the varied parcels of perspective. In the same way, this collection investigates the urban family landscape, the love still possible, despite the conventional shortcomings, the fullness of self, regardless. Through the rhythmic composition of the language, emotion flashes and restrains itself. Within the turns of language, personal truths thrive, in what they donâ t outwardly say. The book learns its significance from the poems. In the chaos of this, the reader finds kernels of meaning just as the poet did in process.
Master of Fine Arts

Two of the most important environmental challenges in the 21st century are to protect the quality of fresh water resources and to utilize renewable energy sources to lower greenhouse gas emissions. This study contributes to the solution of the first challenge by providing methodologies for optimal design of real-time water quality monitoring systems and interpretation of data supplied by the monitoring system to identify potential pollution sources in river networks. In this study, the optimal river water quality monitoring network design aspect of the overall monitoring program is addressed by a novel methodology for the analysis of this problem. In this analysis, the locations of sampling sites are determined such that the contaminant detection time is minimized for the river network while achieving maximum reliability for the monitoring system performance. The data collected from these monitoring stations can be used to identify contamination source locations. This study suggests a methodology that utilizes a classification routine which associates the observations on a contaminant spill with one or more of the candidate spill locations in the river network. This approach consists of a training step followed by a sequential elimination of the candidate spill locations which lead to the identification of potential spill locations. In order to contribute the solution of the second environmental challenge, this study suggests utilizing available excess energy in water distribution systems by providing a methodology for optimal design of energy recovery systems. The energy recovery in water distribution systems is possible by using micro hydroelectric turbines to harvest available excess energy inevitably produced to satisfy consumer demands and to maintain adequate pressures. In this study, an optimization approach for the design of energy recovery systems in water distribution networks is proposed. This methodology is based on finding the best locations for micro hydroelectric plants in the network to recover the excess energy. Due to the unsteady nature of flow in water distribution networks, the proposed methodology also determines optimum operation schedules for the micro turbines.

“Vattenfrågan har alltid varit viktig på Gotland” (Bastani et al. 2015, p. 25)  - “Water questions have always been important on Gotland”. Contrary to the common perception that water shortage does not pose a problem to northern European countries, the case on Gotland provides the example that it is a real issue. Due to several factors, the Swedish island faces severe water shortages during the summer and is in urgent need to address this in the light of an expected growing number of people coming to Gotland. Since water is a topic affecting a wide range of stakeholders, the water issue is already in the focus of attention and occasionally passionately discussed on the island. The aim of this paper was to identify with the help of qualitative research how relevant stakeholder groups perceive and address the water shortage on Gotland. The identified stakeholder groups were from the administrative/political sectors, industrial/business sectors, the research sector as well as engaged citizens. During the research it became clear that the water shortage can be characterized as a wicked problem, which in its nature is impossible to solve but only manageable due to its complexity. Yet, the majority of stakeholders did not recognize the wicked problem as such which explains the multiplicity of existent strategies for how to deal with it. The different approaches lead to outcomes that seem to only address parts of the problem but fail to manage it in its entirety. The study suggests that institutional voids, meaning a lack of clear responsibilities regarding who should manage the problem and how seem to both arise from and contribute to the complexity of the problem. As result of this research, it seems crucial to firstly gain a comprehensive understanding of the situation and then work with multi stakeholder communication and cooperation against prevailing institutional voids in order to address the water shortage effectively.

This project seeks to assess the impact of the sachet water industry on the health, socio-economic and the environmental situation of the inhabitants of Accra, the capital city of Ghana. In addressing the situation, the driving forces which have fuelled the shift of consum-er taste from the normal tap water and the traditional hand-tied-ice water products to the plastic sachet water (commonly known in as "Pure Water") are identified. Lack of access to continuous flow of improved water and the perceived poor quality of the urban water supply system as results of poor management structure are identified as some of the factors for the shift in consumers’ taste for plastic sachet and bottled drinking water. The quality of the plastic sachet is also assessed through the review of previous research results. These are confirmed by laboratory analysis of about six brands of plastic sachet water and two brands bottled drinking water. The laboratory analysis carried out assessed the microbial, physical and chemical quality of the various samples. To assess the health impacts of the products, the results from the analysis are compared with WHO guideline values and other international guideline values. Questionnaires are also administered to ascertain the socio-economic impacts of the products on the life of the young men and women as well sachet water manufacturers. From this, some measures are suggested as to how to mitigate the activities of the sachet water business to reduce its negative effects on the health, the environment and the socio-economic status of the inhabitants of the city.

San Diego imports 80 to 90 percent of its water supply, depending on conditions during any particular year. This high level of imports and low diversity of water supply have combined with climate change to generate an urgent need for increased conservation and diversification of San Diego's water supply. Water reuse is one option to mitigate this problem. An attempt was made in the early 1990s to recycle wastewater but the public reacted badly due to a combination of bad public relations, perceived environmental justice issues, and a psychological phenomenon called the yuck factor. With improved public relations and education, the project might go through this year.

From the Proceedings of the 1988 Meetings of the Arizona Section - American Water Resources Association and the Hydrology Section - Arizona-Nevada Academy of Science - April 16, 1988, University of Arizona, Tucson, Arizona

How much water can a crop abstract from below a saline water table and how does the salinity affect yield? These questions are important because shallow groundwater may represent a substantial resource in flat, low-lying areas, but may also represent a threat to sustainability where salinity is high. A series of experiments in a glasshouse aimed to elucidate irrigation management practice under salinity conditions and to develop a root uptake model under both osmotic and matric stresses. The extraction of soil water and groundwater by lettuce and perennial ryegrass crops were measured in three instrumented lysimeters. Water table depths were 0.6,0.9 and 1.2 rn below the soil surface. The lysimeters were initially saturated with saline water (electrical conductivity 4.5 dS m- 1 for lettuce, 9.4 dS m- I for the first crop of ryegrass and 0.4,7.5 & 15.0 dS m-1 for the second crop of ryegrass) and drained until an equilibrium soil water profile was attained. Water with the same electrical conductivity was then supplied by Marione siphons to maintain the constant water table. The water table contribution was recorded and water losses from the soil profile were estimated from daily readings of soil water potential using tensiometersa; nd gypsum blocks. Solute samples were extracted periodically for salinity measurement. The cropping period of lettuce was 90 days from sowing and the lst & 2nd cropping periods of ryegrass were 223 & 215 days respectively. The first ryegrass experiment showed that the water table depth (60,90 and 120 cm) did not have significant contribution (37,36 and 36 mm) on either total soil moisture use or groundwater contribution. Similar results were found for total soil moisture use for lettuce, though the groundwater contribution varied significantly. The second ryegrass experiment showed that salinity at the water table strongly influenced total soil moisture use, but the total groundwater contribution varied only slightly. The overall crop experiments show that the groundwater contribution was within the range of 25-30% of the total water use, except for the 15 dS m7l treatment where the contribution was greater than the soil moisture use. Groundwater contribution rate was higher when the plants were subjected to more osmotic and matric stresses. Yield component data show that increasing salinity leads to a reduction in total yield, but the drymatter proportion was higher. Higher salinities occurred in the upper 15 cm of the root zone, because of the greater soil moisture depletion. Below that depth the salinization rate was smaller, because of the greater groundwater contribution in the later part of the season. There is reasonable agreement between measured and estimated (based on convective transport theory) values soil salinity. Salinities increased in the root zone by about 3-fold of initial salinity for lettuce and around 4-fold for ryegrass in the top 5 cm depth, but below 15 cm depth it was less than 2 fold. Finally, a simplified model was developed to describe the interaction of root-zone salinity and water uptake, considering salinity and water stress as additive. The model shows that the higher the root-zone salinity stress, the higher the predicted water uptake while plant uptake considered -1.5 MPa. This variation is ranged from 4 to 17% for 0.4 to 9.4 dS m-1 and 30 % for 15 dS m-1. The model was developed in a climate with low atmospheric demand, but needs testing in a more severe environment.

The ability to maintain hydraulic continuity in the xylem is essential to supply leaves with the water that must be exchanged for carbon dioxide. The metastable nature of xylem sap causes this system to be inherently vulnerable to failure by rapid vaporization within the conduits. Much of the recent work on hydraulic architecture and cavitation has pursued the elusive mechanism behind apparent hydraulic recovery concurrent with tension in the bulk of the xylem, referred to as "novel refilling". An investigation into the dynamics of this behavior (Chapter 3) revealed two key artifacts that can produce the appearance of novel refilling when in fact no embolism (and therefore, no recovery) has occurred. A further implication of these artifacts is that plant xylem may be more robust against embolism than previously expected. In the absence of novel refilling, it becomes much harder to reconcile the extreme vulnerability reported for ring porous species. Studies of Robinia pseudoacacia (Chapter 4) address whether the artifacts illuminated in chapter 3 provide insight into the ongoing debate about the cavitation resistance of long-vesseled species and whether it is possible to accurately assess cavitation resistance in these species using the centrifuge method. Root pressure, as an alternative to novel refilling, provides plants with a means of reversing cavitation. Studies of Betula papyrifera (Chapter 5), however, show that recovery from embolism by root pressure is limited to early spring and point to an important role for water storage in fibers that minimizes xylem tensions and thus the risk of cavitation.

Thesis (MEng)--University of Stellenbosch, 2000.
ENGLISH ABSTRACT: The processes of monitoring, modelling and managing the water quality of a catchmerit system including all its unique complexities and interrelationships requires an innovative tool or set of tools to help water managers with their decision making. Numerous methods and tools have been developed to analyse and model the real world. However, many of these tools require a fair degree of technical expertise and training to operate correctly and their output may have to be translated or converted to meaningful information for decision-making using a further set of analytical and graphical display tools. A more appropriate technique for management would be to combine all these functions into a single system. The objective of this research was to develop one such tool, an integrated water quality information system (WQIS). A review of the literature revealed that there has been extensive research and development of tools for the management of individual aspects of water resource distribution, augmentation and quality. However, these tools have rarely been integrated into a comprehensive information system offering decision support to a wide variety of river users and managers. Many of the literature sources also noted that a process of interactive development and integration (i.e. including the intended users in the decision of which components to include, the interface design and the graphical display and output) was vital to ensuring the information system becomes an integral part of the users routine work and decision-making. The WQIS was developed using the recommendations from numerous knowledgeable persons in response to questionnaires, interviews and a prototype demonstration. It includes the results of hydrodynamic river and reservoir simulations and the ability to perform operational river scenario testing. However, the development process is continual and always evolving based on the current or local requirements of water managers. These further developments and research needs are discussed in more detail in the conclusion.
AFRIKAANSE OPSOMMING: Die proses om die waterkwaliteit van 'n opvanggebied, met al die unieke kompleksiteite en onderlinge verhoudings van so 'n stelsel te monitor, modelleer en bestuur, vereis 'n innoverende instrument om waterbestuurders te ondersteun in hul besluitnemings. Talle instrumente en metodes vir die ontleding en modellering van die werklikheid is reeds ontwikkel. Die gebruik van hierdie instrumente vereis gewoonlik 'n redelike mate van tegniese kundigheid en opleiding. Dit mag verder nodig wees om die uitvoer van sulke instrumente te vertaal en/of om te skakel na betekenisvolle inligting vir besluitneming deur die gebruik van bykomende analitiese en grafiese vertoon instrumente. 'n Meer toepaslike bestuurstegniek sou wees om al die funksies in 'n enkele stelsel te kombineer. Die doel van hierdie navorsing was om een so 'n instrument, naamlik 'n geïntegreerde waterkwaliteit inligtingstelsel (WQIS), te ontwikkel. 'n Hersiening van bestaande literatuur het getoon dat daar omvattende navorsing en ontwikkeling van instrumente gedoen is vir die bestuur van individuele aspekte van waterbronverspreiding, waterbronaanvulling en waterkwaliteit. Integrasie van hierdie instrumente, in 'n uitgebreide stelsel wat besluitnemingsondersteuning aan 'n verskeidenheid riviergebruikers en bestuurders bied, kom egter selde voor. Verskeie literatuurbronne het ook aangedui dat 'n proses van interaktiewe ontwikkeling en integrasie (m.a.w. in agname van die voorgenome gebruikers se behoeftes in die kense van komponente, die gebruiker raakvlak ontwerp en grafiese vertoon instrumente en uitvoer) noodsaaklik is om te verseker dat die inigtingstelsel 'n integrale deel word van die gebruiker se daaglikse roetine en besluitnemingsproses. Die WQIS is ontwikkel deur gebruikmaking van die insette en aanbevelings van verskeie kenners in reaksie op vraelyste, onderhoude en 'n demonstrasie van 'n prototype. Dit sluit in die resultate van hidro-dinamiese rivier en dam simulasies en die vermoë om operasionele rivier scenario ontledings uit te voer. Die ontwikkeling is egter 'n deurlopende proses, gebaseer op huidige of plaaslike behoeftes van waterbestuurders. Hierdie verdere ontwikkelings- en navorsingsbehoeftes word meer breedvoerig in die gevolgtrekkings bespreek.

Thesis (M. Arch.)--Massachusetts Institute of Technology, Dept. of Architecture, 1990.
Includes bibliographical references (p. 125-127).
This thesis is an exploration of how architectural form could make the movement of water through a particular landscape evident. The project is a design of a journey through a portion of South Florida's Everglades traversed by waterworks structures which protect the region's developed land from flooding. The notion is that while the marsh has been seriously damaged by flood control efforts, both the marsh and the waterworks are important. Both are awesome in extent and complexity. Because of their monumental scale and the subtlety of their ways, however, that they exist, what they do and the nature of their conflict is difficult to perceive.The more general issue may be understood as a problem of getting the scale of the Everglades -- and the scale of 2,000 miles of canals -- to make sense at the scale of a person. The book is organized in three parts. The first describes these issues of scale and perception, and presents the idea at the landscape-size gesture to mark a small piece at it as place, site. This section describes the ways in which water behaves in the marsh and · in the man-made system, introducing the notion that a construct -- a third way of ordering the water -- could make the water's behavior in both systems explicit. The second part of the book presents the proposed design by describing how one would experience such forms in a journey through the sitE!. Here, human movement and the movement of water are described in parallel. The journey is made partly by boat, partly on foot. It is a "tour" of the waterworks, leading one through canals and levees that converge at a pumping station on the site, and of the marsh that survives this extensive intervention. The third part is a recapitulation of the journey, linking it with the more general issues of scale and perception.
by Sabina D. Weitzman.
M.Arch.

The trophic state of lakes is commonly defined by the concentration of nutrients in the water column. High nutrient concentrations generate high phytoplankton production, and lakes with low nutrient concentrations are considered low-productive. This simplified view of lake productivity ignores the fact that benthic primary producers and heterotrophic bacteria can be important basal producers in lake ecosystems. In this thesis I have studied clear-water and brown-water lakes with respect to primary production, respiration and bacterial production based on allochthonous organic carbon. These processes were quantified in pelagic and benthic habitats on temporal and spatial scales. I also calculated the net ecosystem production of the lakes, defined as the difference between gross primary production (GPP) and respiration (R). The net ecosystem production indicates whether a lake is net heterotrophic (GPP < R), net autotrophic (GPP > R) or in metabolic balance (GPP = R). Net heterotrophic lakes are sources of carbon dioxide (CO2) to the atmosphere since respiration in these lakes, by definition, is subsidized by an external organic carbon source. External organic carbon is transported to lakes from the terrestrial environment via inlets, and can serve as a carbon source for bacteria but it also limits light availability for primary producers by absorbing light. On a seasonal scale, four of the clear-water lakes studied in this thesis were dominated by primary production in the soft-bottom benthic habitat and by respiration in the pelagic habitat. Concentrations of dissolved organic carbon (DOC) were low in the lakes, but still high enough to cause the lakes to be net heterotrophic. However, the lakes were not low-productive due to the high production in the benthic habitat. One of the clear-water lakes was studied also during the winter and much of the respiration under ice was supported by the benthic primary production from the previous summer. This is in contrast to brown-water lakes where winter respiration is suggested to be supported by allochthonous organic carbon. By studying lakes in a DOC gradient (i.e. from clear-water to brown-water lakes) I could draw two major conclusions. The lakes became less productive since benthic primary production decreased with increasing light extinction, and the lakes became larger sources of CO2 to the atmosphere since pelagic respiration was subsidized by allochthonous organic carbon. Thus, lake carbon metabolism can have an important role in the global carbon cycle due to their processing of terrestrial organic carbon and to their possible feedback effects on the climate system.

[EN] New European policies established in the Blueprint (EC, 2012) propose the use of water accounting for the allocation and reservation of water resources. This course correction contrasts with the calculation of water balances that has been used since the last century in Spain for this purpose. According to the European Commission (EC, 2015) the difference between the two approaches is the inclusion of the economic component. This argument is indisputable, but it would also add that both "asset accounts" and the physical supply and use tables require a type of information that had not been considered until now. In view of this new challenge, the use of hydrological and water resources management models is essential. This thesis aims to implement a methodology for the transition between water balances and water accounting considering the special characteristics of the Mediterranean basin (with a high degree of regulation and the use of unconventional resources). In the same line, it raises the need for the definition of an indicator to assess the performance of a water resources system taking into consideration the origin of the water resources as a measure of the degree of stress suffered by the systems. This thesis is presented by publications and seeks to address the methodologies and indicators used to date in the planning and management of water resources. First, the state of the art is analyzed in the first publication of the thesis, as detailed in Annex 1. The second publication, analyzes the key elements for formulating water balances that will determine, to a large extent, results obtained, as detailed in Annex 2. The third publication, in Annex 3, tries to explain how in those basins where the use of water resources is close, or even higher, to their availability, the use of balances based solely on variables such as rainfall and temperature are not sufficient. And due to the high regulation of water resources they should also include the results of water management models. This approach contrasts with the proposals made by the countries of northern Europe focused mainly on hydrological models. In order to address the water accounting approach a pilot case located in the Andalusian Mediterranean basins was analysed. This work is presented in the fourth publication, reproduced in Annex 4. This initial analysis has served to highlight the need to develop a complementary software that allows unify the results of hydrological and water management models for calculating water accounts. The development of this software, which has been called AQUACCOUNTS, and its application to a general case with all the detail required in water resources planning has been published in the fifth article presented in Annex 5, taking the Júcar River Basin as a case study. From these results, a classification of water exploitation systems was carried out according to their degree of stress. These results were compared with the ones in Annex 2 which proposes the use of the indicator of exploitable water resources and which has been obtained with the traditional water balances approach. Finally, Annex 6 includes the last publication of this thesis focused on the effects of climate change in the Po River Basin (Italy) by using water accounting. This work has served to identify those key elements within the simulation models and opens the door to improve them within the approach proposed by the SEEA-W. This thesis aims to collaborate with those responsible for European policies in water resource planning for the application of those methodologies and tools appropriate to each territory.
[ES] Las nuevas políticas europeas establecidas en el Blueprint (EC, 2012) proponen el uso de la contabilidad del agua para la asignación y reserva de los recursos. Esta corrección del rumbo (cambio de paradigma) contrasta con el cálculo de balances que se ha venido utilizando desde el siglo pasado en España para dicho fin. Según la Comisión Europea (EC, 2015) la diferencia entre ambos planteamientos se halla en la inclusión de la componente económica. Este argumento es indiscutible, pero habría que añadir además que tanto las "asset accounts" como las tablas físicas de uso y suministro requieren un tipo de información que hasta ahora no se había considerado. A la vista de este nuevo reto, el uso de los modelos hidrológicos y de gestión de los recursos hídricos se hace imprescindible. Con esta tesis se pretende llevar a cabo una metodología que permita la transición entre los balances hídricos y las cuentas del agua teniendo en cuenta las especiales características de las cuencas mediterráneas (con un elevado grado de regulación y el uso de recursos no convencionales). En esta misma línea se plantea la definición de un indicador que trate de discutir el comportamiento conjunto de un sistema de recursos hídricos y que tenga en consideración el origen de los recursos empleados como medida del grado de estrés de los sistemas. Esta tesis se presenta por compendio de publicaciones y trata de abordar las metodologías e indicadores utilizados hasta la fecha en la planificación y gestión de los recursos hídricos. En primer lugar se analiza el estado del arte que constituye la primera publicación de la tesis, tal y como se detalla en el Anexo 1. La segunda publicación, analiza los elementos clave para la formulación de balances que determinarán, en gran medida, los resultados obtenidos, tal y como se detalla en el Anexo 2. La tercera publicación, en el Anexo 3, trata de explicar cómo en las cuencas donde el aprovechamiento de los recursos es cercano o incluso superior a su disponibilidad, el uso de los balances basados únicamente en variables como la precipitación y la temperatura no son suficientes, sino que debido a la alta regulación de los recursos debe recurrirse además a los modelos de gestión. Este planteamiento contrasta con las propuestas planteadas por los países del norte de Europa centrados principalmente en los modelos hidrológicos. Para abordar el tema se ha partido de un caso piloto localizado en las cuencas mediterráneas andaluzas. Este trabajo se presenta en la cuarta publicación, que se reproduce en el Anexo 4. A partir de este análisis inicial, se vio la necesidad de desarrollar un software complementario que permitiese unificar tanto la información de partida como los resultados de los modelos hidrológicos y de gestión para el cálculo de la contabilidad del agua. El desarrollo de este software, que ha sido denominado AQUACCOUNTS, y su aplicación a un caso general con todo el detalle requerido en planificación se ha publicado en el quinto artículo que se presenta en el Anexo 5, siendo la Demarcación Hidrográfica del Júcar el caso de estudio. A partir de los resultados obtenidos se ha llevado a cabo una clasificación de los sistemas de explotación según su grado de desarrollo comparándose con los resultados obtenidos en el Anexo 2 que propone el uso del indicador de recursos explotables y que se ha obtenido con las metodologías tradicionales de balances. Por último, el Anexo 6 recoge la última publicación de esta tesis en la que se analizan los efectos del cambio climático en la cuenca del río Po (Italia) mediante el uso de la contabilidad del agua. Este trabajo ha servido para identificar aquellos elementos clave dentro de los modelos de simulación y abre las puertas a una mejora de los mismos dentro del enfoque planteado por el SEEA-W. Esta tesis pretende colaborar con los responsables de las políticas europeas en materia de planificación para la apl
[CAT] Les noves polítiques europees establides en el Blueprint (EC, 2012) proposen l'ús de la comptabilitat de l'aigua per a l'assignació i reserva dels recursos hídrics. Esta correcció del rumb (o canvi de paradigma) contrasta amb el càlcul de balanços que s'ha utilitzat des del segle passat a Espanya per a aquesta finalitat. Segons la Comissió Europea (EC, 2015) la diferència entre ambdós plantejaments es troba en la inclusió de la component econòmica. Este argument és indiscutible, però caldria afegir a més que tant les "asset accounts" com les taules físiques d'ús i subministrament requerixen un tipus d'informació que fins ara no s'havia considerat. A la vista d'este nou repte, l'ús dels models hidrològics i de gestió dels recursos hídrics es fa imprescindible. Amb esta tesi es pretén dur a terme una metodologia que permeta la transició entre els balanços hídrics i els comptes de l'aigua tenint en compte les especials característiques de les conques mediterrànies (amb un elevat grau de regulació i l'ús de recursos no convencionals). En esta mateixa línia es planteja la definició d'un indicador que tracte de discutir el comportament conjunt d'un sistema de recursos hídrics i que tinga en consideració l'origen dels recursos empleats com a mesura del grau d'estrés dels sistemes. Esta tesi es presenta per compendi de publicacions i tracta d'abordar les metodologies i indicadors utilitzats fins a la data en la planificació i gestió dels recursos hídrics. En primer lloc s'analitza l'estat de l'art que constituïx la primera publicació de la tesi, tal com es detalla en l'Annex 1. La segona publicació, analitza els elements clau per a la formulació de balanços que determinaran, en gran manera, els resultats obtinguts, tal com es detalla en l'Annex 2. La tercera publicació, en l'Annex 3, tracta d'explicar com en les conques on l'aprofitament dels recursos és pròxim o inclús superior a la seua disponibilitat, l'ús dels balanços basats únicament en variables com la precipitació i la temperatura no són suficients, sinó que a causa de l'alta regulació dels recursos ha de recórrer-se a més als models de gestió. Este plantejament contrasta amb les propostes plantejades pels països del nord d'Europa centrats principalment en el models hidrològics. Per a abordar el tema s'ha partit d'un cas pilot localitzat en les conques mediterrànies andaluses. Este treball es presenta en la quarta publicació, que es reproduïx en l'Annex 4. A partir d'aquest anàlisi inicial, es va veure la necessitat de desenrotllar una ferramenta complementaria que permetera unificar tant la informació de partida com els resultats dels models hidrològics i de gestió per al càlcul de la comptabilitat de l'aigua. El desenrotllament d'esta ferramenta, que ha sigut denominat AQUACCOUNTS, i la seua aplicació a un cas general amb tot el detall requerit en planificació s'ha publicat en el quint article que es presenta en l'Annex 5, sent la Demarcació Hidrogràfica del Xúquer el cas d'estudi. A partir dels resultats obtinguts s'ha dut a terme una classificació dels sistemes d'explotació segons el seu grau de desenrotllament comparant-se amb els resultats obtinguts en l'Annex 2 que proposa l'ús de l'indicador de recursos explotables i que s'ha obtingut amb les metodologies tradicionals de balanços. Finalment, l'Annex 6 arreplega l'última publicació d'esta tesi en què s'analitzen els efectes del canvi climàtic en la conca del riu Po (Itàlia) per mitjà de l'ús de la comptabilitat de l'aigua. Este treball ha servit per a identificar aquells elements clau dins dels models de simulació i obri les portes a una millora dels mateixos dins de l'enfocament plantejat pel SEEA-W. Esta tesi pretén col·laborar amb els responsables de les polítiques europees en matèria de planificació per a l'aplicació d'aquelles metodologies i ferramentes més adequades a cada territori.
Pedro Monzonís, M. (2016). Assessment of water exploitation indexes based on water accounting [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/71677
TESIS