Com a crescente procura por alternativas para suprir energeticamente o mundo, cada vez mais, fontes mais limpas e renováveis estão sendo utilizadas. No Brasil, a produção de óleos vegetais visando a geração de energia (biodiesel) ainda é incipiente. Dentre as diferentes espécies de oleaginosas, o pinhão manso (Jatropha curcas L.) vem se destacando como uma ótima alternativa no fornecimento de matéria prima para a produção de biodiesel. Informações sobre essa cultura ainda são escassas, principalmente no Brasil, onde há pouco tempo foram iniciadas as pesquisas. A necessidade de informações locais também ressalta a importância da pesquisa com o Pinhão Manso. Com base nessas necessidades, o objetivo desse experimento foi analisar a viabilidade técnica da produção de mudas irrigadas de pinhão manso por sistema de subirrigação e desenvolver um sistema automatizado de manejo. O controle da irrigação foi realizado a partir da variação de peso dos tubetes com as mudas, devido a perda de água por evapotranspiração. No processo de controle dos pesos foram utilizadas células de carga, que monitoraram a variação de peso de um conjunto de tubetes denominado conjunto controle. O delineamento experimental foi em delineamento inteiramente aleatorizado, com quatro repetições. Os tratamentos avaliados foram quatro níveis de depleção da máxima capacidade de retenção de água (MCRA) apresentada pelo substrato (T1=20%, T2=40%, T3=60% e T4=80% da MCRA). Para se quantificar os efeitos dos tratamentos foram avaliadas semanalmente as seguintes características das mudas: altura e diâmetro do caule, número de folhas e área foliar, bem como a produção de matéria fresca e seca da parte aérea e do sistema radicular. Os resultados mostram que o tratamento 2 foi o que se destacou dentre os demais, produzindo mudas de melhor qualidade, com maior acúmulo de matéria seca e maior consumo hídrico. / With the growing demand for alternative energy to meet the world, increasingly more clean and renewable sources are being used. In Brazil, the production of vegetable oils aimed at producing energy (biodiesel) is still incipient. Among the different species of oleaginous plants, jatropha (Jatropha curcas L.) has emerged as a great alternative in providing raw material for biodiesel production. Information on this crop are still scarce, especially in Brazil where they recently started research. The need for local information also emphasizes the importance of research with Jatropha. Based on these needs, the aim of this experiment was to analyze the technical viability production of jatropha seedlings irrigated by subirrigation system and develop an automated system management. The irrigation control was carried out from the weight variation of the vials with the seedlings because of water loss through evapotranspiration. In the process of weight control were used load cells, which monitored the weight variation of a set of vials called the control group. The experimental design was the completely randomized with four replications. The treatments were four levels of depletion of the maximum water holding capacity (MCRA) presented by the substrate (T1=20%, T2=40%, T3=60% e T4=80% da MCRA). To quantify the effects of the treatments were evaluated weekly the following characteristics of seedlings: height and diameter of the stem, leaf number and leaf area, and the production of fresh and dry shoot and root. The results show that treatment 2 was what stood out among the others, producing higher quality seedlings with greater dry matter accumulation and increased water consumption.

Recent prolonged droughts make the urgent need to revise the criteria for water use permits in Brazil, especially in basins under conflicts for water use. Mechanisms for water risks transfer are an important adaptation tool. However, in Brazil, there is no established methodology that adapts this technique to assist the water use permit instrument. Moreover, there is no water risk insurance methodology with uncertainty analysis that complements its effectiveness in reducing losses from extreme events. Hydrologic modelling is the basis for development of these tools, which carries uncertainties that must be considered in decision-making. The objectives of this project were: i) coupling climatic, hydrologic and water insurance models to evaluate the use permit decision-making; ii) analyse sensitivity of performance indicators of a water risk insurance model through the application of different hydrologic models driven by climate change projections. The methodology was applied in donor basins of the Cantareira Water Supply System, which supplies water to an important metropolitan region that showed itself vulnerable to hydrologic extremes in the last years. The MHD-INPE and SWAT hydrologic models were applied, driven by the Eta- HadGEM2-ES climate model projections to characterize the future hydrologic regime in the region and also to compare the structure, performances and gaps of the models. Structural differences are most likely the greater responsible for the results differences, though no result could be identified as \"more certain\". With the hydrologic models outputs fitted the the Gumbel extreme values distribution, a proposed insurance fund simulator, MTRH-SHS, was run with 100 equiprobable scenarios of 50-year annual low-flow events to calculated an optimized premium capable of paying all indeminities of hydrologic drought. Besides the future hydrologic regimes, water demand scenarios were also tested. The optimized premiums were compared to the local GDP to assess the apparent affordability of the insurance, with some premium representing up to 0.54% of local GDP, but in the water resources management framework, the decision should be made collectively by several actors within the basin's committee. / Recentes estiagens fazem reconsiderar a necessidade de aperfeiçoar critérios de outorga de água no Brasil, especialmente em bacias com conflitos pelo uso da água. Seguros (transferência de risco) são importante ferramenta de adaptação. Contudo, no Brasil ainda não há metodologia consolidada que adapte esta técnica para auxiliar o instrumento de outorga de recursos hídricos. Ainda, não há metodologia de seguros hídricos com análise de incertezas, complementando sua efetividade ao reduzir os prejuízos advindos de eventos extremos. Modelos hidrológicos são a base de desenvolvimento destas ferramentas e carregam incertezas que devem ser integralizadas nos processos de decisão. Os objetivos deste projeto foram: i) acoplar modelos: climático, hidrológico e de seguros hídricos para a avaliação do processo de decisão de outorga; ii) realizar análise de sensibilidade dos indicadores de desempenho de modelo de seguros hídricos com diferentes modelos hidrológicos sob cenários de mudanças do clima. A metodologia foi aplicada nas bacias doadoras do Sistema Cantareira, que abastece importante região metropolitana e mostrou-se vulnerável a extremos hidrológicos nos últimos anos. Os modelos hidrológicos MHD-INPE e SWAT foram aplicados, forçados pelas projeções climáticas do modelo Eta-HadGEM2-ES a fim de caracterizar o regime hidrológico future na região, assim como comparar a estrutura, diferenças e performances dos modelos hidrológicos. As diferenças estruturais são provavelmente as maiores responsáveis pela diferença nos resultados, embora não seja possível apontar um modelo "melhor" que o outro. As saídas dos modelos foram ajustadas na distribuição de Gumbel e utilizada no modelo proposto de simulação de fundo de seguros, MTRH-SHS, rodado com 100 séries equiprováveis de 50 anos de eventos mínimos anuais. A cada série um prêmio otimizado é calculado para cobrir todas as indenizações de seca hidrológica. Além das projeções hidrológicas, cenários de demanda foram testados. Os prêmios otimizados foram comparados com o PIB local para demonstrar a viabilidade em implementar o seguro. Os valores representam até 0.54% do PIB local em um dos casos, mas na gestão de recursos hídricos, a decisão final pela implementação deve ser feita no âmbito do comitê de bacias por múltiplos atores.

The Lunsemfwa river catchment is of paramount importance to the Zambian economy, particularly with regards to energy, agricultural and water for domestic, as well as wildlife. Water shortages during dry spells in the area present a huge problem for the various stakeholders in the basin. As the impact of climate variability increases in the basin, water resources managers in the basin are increasing challenged to efficiently allocate decreasing reserves of water resources against increasing levels of demand. This paper attempts to highlight the value of water resources to the earlier mentioned sectors; hydropower, agriculture and households, in order to inform allocation decisions in the Lunsemfwa catchment area of Zambia. The paper uses the SDDP method to investigate the average cost of electricity production, coupled with market electricity prices to ascertain the value of a unit of electricity given reservoir outflow levels. The PF method was used to evaluate the marginal value of water is agriculture, while the value of water for domestic consumers was evaluated using the Contingent Valuation method, particularly the willingness to pay, which essentially uses market prices to represent the consumers’ willingness to pay. A value of US$93/MWh is attached to hydropower produced here, while the marginal value of water in agriculture is estimated to be US$0.068/m3. The willingness to pay for connection to piped water is approximately US$34.13, while the monthly value is US$6.9. The Gross Financial Value (GFV) generated from hydropower, agriculture and domestic water supply is US$24,174,000, US$ 262,083,045.91 and $7,140,000.00 respectively.

The thesis is about exploitation of groundwater in the Neolithic, Eneolithic and Bronze age in the Central Europe. Important part of work is catalog gathering findings of wells to the year 2016. All gathered data from literature are applied to the database and evaluated. Findings, evalution of structure and environment are followed up. The table of the most common types of construction is also done. Interpretation of finds is final part of work. The part of work are also map data and illustrated appendix. Key words: Central Europe; Neolithic; Eneolithic; Bronze Age; water management; water use; well; groundwater

<p>In the context of climate change, increasing demands for freshwater make it necessary to manage our water resources in a sustainable way and find innovative ways to extend their life. An integrated water management approach needs to consider anthropogenic water use and reuse which represent major components of the current water cycle. In particular, unplanned, or de facto, indirect water reuse occurs in most of the U.S. river systems; however, there is little real-time documentation of it. Despite the fact that there are national and state agencies that systematically collect data on water withdrawals and wastewater discharges, their databases are organized and managed in a way that limits the ability to combine reported water data to perform large scale analysis about water use and indirect reuse. To better document these issues and to demonstrate the utility of such an analysis, I studied the Wabash River Watershed located in the U.S. Midwest. Existing data for freshwater extraction, use, discharge, and river streamflow were collected, curated and reorganized in order to characterize the water use and reuse within the basin. Indirect water reuse was estimated by comparing treated wastewater discharges with stream flows at selected points within the watershed. Results show that during the low flow months of July-October 2007, wastewater discharges into the Wabash River basin contributed 82 to 121% of the stream flow, demonstrating that the level of water use and unplanned reuse is significant. These results suggest that intentional water reuse for consumptive purposes such as landscape or agricultural irrigation could have substantial ecological impacts by diminishing stream flow during vulnerable low flow periods. This research also completed a time series watershed-scale analysis of water use and unplanned indirect reuse for the Wabash River Watershed from 2009 to 2017. Results document the occurrence of indirect water reuse over time, ranging from 3% to 134% in a water-rich area of the U.S. The time series analysis shows that reported data effectively describe the water use trends through nine years, clearly reflecting both anthropogenic and natural events in the watershed, such as the retirement of thermoelectric power plants, and the occurrence of an extreme drought in 2012. Results demonstrate the feasibility and significance of using available water datasets to perform large scale water use analysis, describe limitations encountered in the process, and highlight areas for improvement in water data management.</p>

A series of field, rainshelter, growth cabinet and modelling studies were conducted to investigate hot pepper response to different irrigation regimes and row spacings; to generate crop-specific model parameters; and to calibrate and validate the Soil Water Balance (SWB) model. Soil, climate and management data of five hot pepper growing regions of Ethiopia were identified to develop irrigation calendars and estimate water requirements of hot pepper under different growing conditions. High irrigation regimes increased fresh and dry fruit yield, fruit number, harvest index and top dry matter production. Yield loss could be prevented by irrigating at 20-25% depletion of plant available water, confirming the sensitivity of the crop to mild soil water stress. High plant density markedly increased fresh and dry fruit yield, water-use efficiency and dry matter production. Average fruit mass, succulence and specific leaf area were neither affected by row spacing nor by irrigation regimes. There were marked differences among the cultivars in fruit yields despite comparable top dry mass production. Average dry fruit mass, fruit number per plant and succulence were significantly affected by cultivar differences. The absence of interaction effects among cultivar and irrigation regimes, cultivars and row spacing, and irrigation regimes and row spacing for most parameters suggest that appropriate irrigation regimes and row spacing that maximize productivity of hot pepper can be devised across cultivars. To facilitate irrigation scheduling, a simple canopy cover based procedure was used to determine FAO-type crop factors and growth periods for different growth stages of five hot pepper cultivars. Growth analysis was done to calculate crop-specific model parameters for the SWB model and the model was successfully calibrated and validated for five hot pepper cultivars under different irrigation regimes or row spacings. FAO basal crop coefficients (Kcb) and crop-specific model parameters for new hot pepper cultivars can now be estimated from the database, using canopy characteristics, day degrees to maturity and dry matter production. Growth cabinet studies were used to determine cardinal temperatures, namely the base, optimum and cut-off temperatures for various developmental stages. Hot pepper cultivars were observed to require different cardinal temperatures for various developmental stages. Data on thermal time requirement for flowering and maturity between plants in growth cabinet and open field experiments matched closely. Simulated water requirements for hot pepper cultivar Mareko Fana production ranged between 517 mm at Melkassa and 775 mm at Alemaya. The simulated irrigation interval ranged between 9 days at Alemaya and 6 days at Bako, and the average irrigation amount per irrigation ranged between 27.9 mm at Bako and 35.0 mm at Zeway. / Thesis (PhD)--University of Pretoria, 2010. / Plant Production and Soil Science / unrestricted

Due to the wide range of provided ecosystem services of mangroves, their conservation, maintenance, and restoration is of major public interest. The distribution of species and plant growth forms in mangrove ecosystems is patterned in zones. The characteristics of these zonation patterns can provide evidence on ecosystem properties. There is ongoing discussion on the drivers leading to mangrove zonation. No full mechanistic explanation to understand the complete interaction of the multiple factors that determine the mangrove zonation patterns exists.Therefore, the underlying processes require deeper evaluation.This will help to better design mangrove conservation projects, and allow more reliable projections of ecosystem development in a changing climate. Numerical and conceptual modelling facilitates the understanding of system dynamics. In this work, I present the process- and individual-based mangrove population dynamics model MANGA. The mechanistic modelling approach is based on first principles. With the full coupling between a groundwater flow model and an individual-based mangrove growth model, MANGA provides a novel approach to study mangrove ecosystem dynamics. MANGA describes observed mangrove stand zonation in species distribution and plant growth forms as the consequence of the apparent site conditions such as hydrologic conductivity, porewater salinity distribution and the tidal regime. Model parameterization does not only depend on empirical evidence.Knowledge on the underlying processes can also be used for model calibration. Varying model boundary conditions and parameters provides insights to the influence of a variety of abiotic drivers on mangrove zonation. The MANGA model is capable to simulate the reaction of mangrove ecosystem to variations of environmental conditions related to climate change. According to MANGA simulations, for example, mangrove species composition depends on freshwater inputs which alter with varying precipitation regimes. Based on the presented applications of the mechanistic modelling approach, I discuss benefits and current limitations, and outline possible future use of the MANGA model.

Ninety-eight percent of water taken from the Mississippi River Shallow Alluvial Aquifer, hereafter referred to as “the aquifer” or “MRVA,” is used by the agricultural industry for irrigation. Mississippi Delta agriculture is increasingly using more water from the MRVA and the aquifer has been losing about 300,000 acreeet per year. This research expands on previous work in which a model was developed that simulates the effects of climatic variability, crop acreage changes, and specific irrigation methods on consequent variations in the water volume of the MRVA. This study corrects an identified problem by replacing total growing season precipitation with an irrigation demand driver based on evaporation and crop coefficients and changing the time scale from the entire growing season to a daily resolution. The calculated irrigation demand, as a climatological driver for the model, captures effective precipitation more precisely than the initial growing season precipitation driver. Predictive equations resulting from regression analyses of measured versus calculated irrigation water use showed R2 and correlations of 0.33 and 0.57, 0.77 and 0.88, 0.71 and 0.84, and 0.68 and 0.82 for cotton, corn, soybeans and rice, respectively. Ninetyive percent of the predicted values fall within a range of + or - about 23,000 acreeet, an error of about 10-percent. The study also adds an additional conservation strategy through the use of surface water from onarm reservoirs in lieu of groundwater. Analyses show that climate could provide the entire water need of the plants in 70-percent of the years for corn, 65-percent of the years for soybeans and cotton, and even 5-percent of the years for rice. Storing precipitation in onarm structures is an effective way to reduce reliance of Delta producers on groundwater. If producers adopted, at a minimum, the 97.5:2.5 ratio suggested management practice, this minimal management strategy could potentially conserve 48-percent, 35-percent and 42-percent of groundwater for cotton, corn and soybeans, respectively. Even in extreme drought years such as 2007, cotton, corn and soybeans produced under the 97.5:2.5 management strategy could conserve 32-percent, 46-percent and 38-percent of groundwater, respectively.

<div>This dissertation focused on examining the potential unintended consequences of sustainability on drinking water quality at the tap. The rising trend in water conservation awareness has given rise to the use of water-efficient appliances and fixtures for residential potable water systems. The first study (Chapter 1) characterized the microbial dynamics at a water-efficient residential building over the course of one year and examined the effects of water stagnation, season, and changes in physicochemical properties on the occurrence of opportunistic pathogen markers. When rainwater harvesting is utilized as an alternative water resource in buildings, a combination of municipal water and rainwater is typically required to meet water demands. However, altering source water chemistry can disrupt pipe scale and biofilm and negatively impact water quality at the distribution level. The second study (Chapter 2) in this dissertation evaluated the potential water quality consequences of using intermittent supplies of municipal water and rainwater within building plumbing systems. Cross-linked polyethylene (PEX) pipes are considered by some to be more sustainable than copper pipes and are commonly installed in building plumbing. The goal of the third study (Chapter 3) was to better understand chemical release from commercially available PEX pipes, to characterize toxicological characteristics of the contact water, and to compare microbial growth potential among the three pipe types. During the COVID-19 pandemic, many commercial and office buildings were closed for extended periods of time, allowing water age to increase over the course of several months. Heightened water age is often associated with an increase in chemical and microbial contamination. The objective of the fourth study (Chapter 4) was to evaluate the impacts of an extended COVID-19 related building closure and stagnation on water quality. The goal of this study was to evaluate the efficacy of flushing and shock chlorination remediation strategies on water quality at the tap. </div><div><br></div><div>This dissertation contains four chapters and each chapter is a single manuscript. The first two chapters have been published.</div><div><br></div><div>“Drinking water microbiology in a water-efficient building: Stagnation, seasonality, and physiochemical effects on opportunistic pathogen and total bacteria proliferation.” (Chapter 1) Utilizing a residential building that had been retrofitted with low-flow fixtures, the unintended water quality consequences of increased stagnation in low-flow plumbing were evaluated over a year long period. The study results indicated that microbial growth and potential opportunistic pathogen markers, Legionella and Mycobacterium spp. were detected at higher levels within the home as compared to the municipal water main. Reduced water usage induced longer stagnation times and longer stagnation times were correlated with an increase in Legionella spp., Mycobacterium spp., and total cell counts.</div><div><br></div><div>“Impacts of Municipal Water−Rainwater Source Transitions on Microbial and Chemical Water Quality Dynamics at the Tap.” (Chapter 2) Altering source water chemistry can disrupt pipe scale and biofilm and negatively impact water quality at the distribution level. Still, it is unknown if similar reactions occur within building plumbing following a transition in source water quality. To date, no prior studies had evaluated the water quality impacts of transitioning between rainwater and municipal groundwater sources in low-flow plumbing. The study revealed that influent water chemistry impacted rates of metal release from plumbing. Because of differences in source water treatment and water chemistry, rainwater and municipal water uniquely interacted with building plumbing and generated distinctively different drinking water chemical and microbial quality profiles. </div><div><br></div><div>“Contaminant Leaching and Toxicological Assessment of Drinking Water in Contact with Cross-linked Polyethylene (PEX) Pipes.” (Chapter 3) Cross-linked polyethylene (PEX) plastic water pipes are increasingly being installed instead of copper pipes for conventional and green building construction. Unlike metal pipe, PEX pipe is easier to install and not vulnerable to corrosion. However, potential health concerns associated with PEX pipe are: 1.) the organic contaminant release that occurs during its service-life, 2.) increased microbial growth compared to metal pipes, and 3.) compound toxicity. Our study goal was to better understand chemical release from commercially available PEX pipes, to characterize toxicological characteristics of the contact water, and to compare microbial growth potential among the three pipe types at varying chlorine concentrations. Results indicated that PEX contact waters did not affect the neurobehavioral development of zebrafish, but affected development in the zebrafish model. Further studies should be conducted to determine how influent water chemistry impacts carbon migration and the water’s toxicity.</div><div><br></div><div>“Water quality during the COVID-19 pandemic: The role of flushing and shock chlorination strategies in reducing building water problems.” (Chapter 4) The COVID-19 pandemic led to widespread “stay at home” orders across the United States. As a result, many office buildings, schools, and commercial buildings were left empty, allowing water age within the plumbing to increase dramatically. Heightened stagnation and water age can lead to increased metal leaching from pipe walls, as well as increases in microbial growth and opportunistic pathogen proliferation. Water quality in a large school building was monitored after approximately six months of being closed due to COVID-19 related restrictions. Upon sampling the building, chemical and microbial water quality indicators were affected by the initial six month stagnation period. To monitor the relationship between shock chlorination and water quality at the tap, samples were collected at fixtures at different time points to gain a better understanding of the effects of shock disinfection on drinking water chemistry and microbiology. This study raises concerns with respect to the impact of extended building closures on drinking water quality and the best approach to remediate and monitor water quality issues thereafter.</div>

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.