A otimização do uso da água é um desafio para os gerenciadores, pois o planejamento da irrigação requer cuidados especiais, a fim de compatibilizar o balanço hídrico com a demanda, tanto no que se refere à quantidade como a sua repartição espacial e temporal. Técnicas de otimização têm sido empregadas nas recentes décadas para tratar problemas de planejamento e manejo de sistemas de recursos hídricos. O objetivo do presente trabalho consistiu em propor planos ótimos de cultivos, utilizando modelos de programação linear que proporcionem a maximização do retorno líquido do Perímetro de Irrigação Formoso, especificamente quanto a área de lotes familiares. Os modelos utilizados neste estudo foram baseados nos dados que compõem os Relatórios de Monitoria Ano Agrícola de 2008 e 2009 da 2ª Superintendência Regional da CODEVASF, Relatório do Distrito de Irrigação do Projeto Formoso e em informações adicionais fornecidas pela referida empresa pública. O modelo estudado é uma formulação-padrão de programação linear, cuja função-objetivo consistiu em maximizar a receita líquida do projeto, utilizando-se as culturas mais cultivadas nessa área, sob regime de irrigação. Com base nas culturas consideradas e suas respectivas funções de resposta à água, nas restrições de área cultivada, nos preços e nos custos de produção, os resultados permitem as seguintes conclusões: A maximização da receita líquida no Perímetro Irrigado Formoso foi obtida com o modelo de lâminas alternativas, com um retorno financeiro de R$ 68.384.956,53, utilizando o seguinte padrão de cultivo: 30 ha de abóbora, 30 ha de feijão Phaseolus, 977 ha de melancia, 1868 ha de banana, 1200 ha de mamão e 300 ha de limão Tahiti, para o volume anual de 79.649.300 m3. Em qualquer nível de volume de água disponível os valores das lâminas de água foram maiores no modelo lâminas fixas do que no modelo lâminas alternativas. / The optimization of water use is a challenge for managers, because the planning of irrigation requires special care to reconcile the water balance with demand, both in terms of quantity as spatial and temporal distribution. Optimization technique have been employed in recent decades to address problems of planning and management of water resources systems. The aim of this study was to propose optimal crop plans, using linear programming models, providing the maximization of net return on Formoso Irrigation District, regarding the area of farming family. The models used in this study were based on data of the Reports Agricultural year 2008 and 2009 of the 2th Regional Superintendent of CODEVASF and additional information submitted by that government department. The studied model is a traditional linear programming formulation, in which the objective function consisted into maximizing the net income of the project using the most cultivated crops in the area, under irrigation conditions. Based on the crops considered and their response functions to water restrictions on acreage, prices and production costs, the results allow the following conclusions: the maximization of net revenue in Formoso Irrigation District was obtained with the model of alternative irrigation depths, with a payback of R $ 68,384,956.53, using the following crop pattern: 30 ha of squash, 30 ha of Phaseolus beans. 977 ha of watermelon, 1868 ha of banana, 1200 ha of papaya and 300 ha of Tahiti lime, for the annual volume of 79,649,300 m3. At any level of available water the irrigation depths in the model fixed was higher than the irrigation depths in the model alternatives.

Irrigation has played an important part in the development of the Western States. Its beginnings have often been associated with the Mormon settlement in Utah. However, irrigation had its inception in the West long before the Mormons came to the Great Basin in 1847. The spatial extent of irrigation before this date included limited acreage in nearly every Western State.Before their arrival in the Great Basin the Mormons had become acquainted with irrigation methods. Knowledge of irrigation had diffused to them primarily from the Spanish in the Southwest. Thus, they were well prepared to begin their irrigation enterprises in the West. After establishing the practice of irrigation securely in Utah, this region then served as a source area from which irrigation methods then diffused to other Western areas.Eventually, the status and influence of Mormon irrigation waned. In more recent years Utah has fallen behind other Western States in total irrigated acreage and in the application of new irrigation technology.

High frequency water quality monitoring presents unique and unlimited opportunities of exploring spatio-temporal variation in water quality. Knowledge gained from analyzing high frequency water quality data can provide more clarity regarding transportation and processing of water constituents over time and space and scale. This study analyzes high frequency discharge, nitrate load and concentration data for three watersheds of different sizes - Cedar River Watershed, North Raccoon and Middle Raccoon. Each of these sites were monitored for 2-3 calendar years. Sudden spikes in discharge, nitrate concentration and load data, also defined as "events" were analyzed in great detail to understand the patterns in event occurrence and event intensity. Smaller watersheds seemed to have sharper and "flashier" events compared to bigger watersheds. Nitrate concentration events were flatter in shape compared to discharge and nitrogen load events. The relationship between nitrogen concentration and discharge was found to be varying over time, unlike the relationship between nitrate load and discharge, which were almost perfectly correlated for most site-year combinations. Based on more than 40,000 simulations, it was determined that high frequency water quality sampling is not only efficient in capturing minute spatio-temporal variations but can also capture nitrate exceedances to a greater degree. High frequency sampling was also associated with higher yield ratio in nitrate load estimates, not only during high flow periods, but also during the non-high-flow period.

Rising atmospheric CO2 concentrations have motivated efforts to better quantify reservoirs and fluxes of Earth’s carbon. Of these fluxes from the atmosphere, one that has received relatively little attention is the atmospheric carbon sink associated with carbonate mineral dissolution. Osterhoudt (2014) and Salley (2016) explored new normalization techniques to improve and standardize a process for measuring this flux over large river basins. The present research extends this work to the 490,600 km2 Ohio River drainage basin and 11 subbasins. The study estimated the DIC flux leaving these basins between October 1, 2013, and September 30, 2014, based on secondary hydrogeochemical, geologic, and climatic data. The total annual DIC flux for the Ohio River basin was estimated to be 7.54 x 1012 g carbon (C). The time-volume normalized value of DIC flux for the Ohio basin was 3.36 x 108 g C/km3 day, where the km3 refers to the amount of water available during the year. This was within 71.4% agreement with the Barren River data (Salley, 2016) and within 63.9% agreement with the Green River data (Osterhoudt, 2014). In general, normalized DIC flux values of sub-basins containing at least modest amounts (more than 8%) of exposed carbonates (Tennessee, Cumberland, Green, Kentucky, Licking, Monongahela, and Allegheny) were in strong agreement with the normalized DIC flux of the Ohio River basin, whereas inclusion of basins with little or no near surface carbonates (Wabash, Great Miami, Scioto and Kanawha) yielded poor agreement. Regression analysis yielded strong agreement between DIC flux and the normalization parameters for the carbonate-bearing sub-basins (R2 = 0.97, p =

Dam releases increase river stage and can reverse groundwater movement into and out of the river. As the flood, thermal, and solute waves travel downstream in a regulated river, the size of the waves is anticipated to be affected both by river processes and exchanges with near river groundwater. This study established a modeling framework to quantify the influences of the groundwater exchanges on the temperatures and solute concentration dynamics along regulated rivers. The wave properties, volume of exchanges, conservative solute mass exchanges, and heat energy exchanges were calculated as a function of time and distance downstream. Results show that the temperature and solute concentrations are influenced by the arrival of flood waves. Groundwater exchanges were found to affect temperatures along the river with a minimal effect on solute concentration. These findings provide insight regarding the influences of hydropeaking occurring in a large fraction of rivers in the world which has important implications for water quality and the ecology of regulated rivers.

In urban karst areas, such as the City of Bowling Green, Kentucky and the Tampa Bay Metropolitan Area, groundwater quality faces a variety of threats. The development of residential, commercial, and industrial landuse types allows for a wide variety of groundwater pollutants to enter the karst groundwater systems. Various different models and indices have attempted evaluative approaches to identify issues in urban karst areas, but the methods vary by location and lack a focus on urban karst groundwater quality. There also exists a lack of a data-driven approach that is able to capture short- and long-term changes in threats to groundwater quality as a result of urbanization. The overall purpose of this study was to develop a holistic, data-driven evaluation toolbox with threat, vulnerability, and monitoring assessment tools for urban karst groundwater systems to better determine the possible threats, data collection needs, monitoring parameters, and analytical approaches needed to ensure groundwater quality is maintained in urban karst regions. This study focused on: 1) determining what indicators, parameters, resolution, and data quality need to be prioritized to create an effective, holistic monitoring framework for urban karst groundwater, and 2) developing an effective assessment and evaluative tools for urban karst groundwater quality sites using historic and modern data in an urban karst setting. The outcomes include an Urban Karst Aquifer Resource Evaluation (UKARE) Toolbox with a Threat, Vulnerability, and Monitoring evaluation tools that were applied and validated through application of the Toolbox using case studies in the City of Bowling Green, Kentucky and the Tampa Bay Metropolitan Area in Florida. The results demonstrate the universal applicability of the UKARE Toolbox to different urban karst sites and its effectiveness at scoring for threats and vulnerabilities, as well as identifying potential monitoring sites through primary data collection of water quality parameters and emerging pathogens at over 150 sites between both study areas. The final results of this study are useful to develop monitoring and management plans through a standardized scoring and evaluation tool in order to influence urban karst groundwater monitoring and management.

This study examined the effects of drought on the City of San Bernardino Municipal Water Department’s (SBMWD’s) wastewater treatment plant (WWTP) wastewater flow rates and constituent concentrations. The study utilized data obtained from the SBMWD’s monthly discharge monitoring reports (DMRs), dating from 2007 to 2015. For each report the SBMWD Water Reclamation Plant (WRP) and Rapid Infiltration and Extraction (RIX) facility influent and effluent flow rates, along with concentrations of ammonia, biochemical oxygen demand (BOD), total suspended solids (TSS), total inorganic nitrogen (TIN), and total dissolved solids (TDS) were examined. Even though influent and effluent flow rates were examined for both WRP and RIX facilities, a majority of the flow-rate research concentrated on WRP influent flow rates because changes of influent flow rates cascade down the treatment process from WRP influent flow rates to RIX effluent flow rates. Impacts of the drought were analyzed by comparing drought statistics, for the Riverside-San Bernardino area, to influent flow rate trends and relevant constituent concentrations. Relevant constituent data were determined based on if they were discharged near their National Pollutant Discharge Elimination System (NPDES) permit limits. Pearson Correlation Analyses were used to assess any relationships between influent flow rates and relevant constituents. WRP influent flow rates and TIN concentrations were the only two parameters explored by this project that exhibited measurable changes related to the drought. WRP influent flow rates observed an inverse relationship with drought because persisting drought conditions led to decreased wastewater flow rates. TIN concentrations had a positive relationship with drought conditions based on the inverse correlation between influent flow rates, and the graphical relationship between drought conditions and TIN concentrations. The Pearson correlation coefficient for TIN concentrations and influent flow rates was -0.630 with a p-value less than 0.05, which is a strong negative relationship. Inconsistencies were observed during 2010 and 2011, which were non-drought periods. During non-drought periods it was expected that flow rates would be highest and constituent concentrations would be lowest. This was not the case because during 2010 and 2011 flow rates were lowest and TIN concentrations were highest, contradicting all other data. The drought-related justification for these abnormalities was that the implementation of the 20x2020 Water Conservation Plan, a California water management plan enacted in 2009, increased water conservation and reduced wastewater flow rates. However, there are many other factors that were not explored by this project that could have led to decreased wastewater flow rates, such as housing foreclosure rates peaking during 2010. Further studies are recommended.

A commercially available product, PURA PhosLock, was identified and evaluated for use as a sorbent to remove dissolved arsenic (As) from drinking water. Although marketed as a product to remove phosphate in aquaria, it is composed of iron oxide hydroxide (i.e., FeO(OH)), which is also known to adsorb dissolved As species from water. Arsenic was measured using standard methods and Graphite Furnace Atomic Absorption Spectroscopy. A first rough filtration test was performed to see if the PhosLock adsorbed As well. About 50 g of PhosLock was used to filter 10 L of tap water containing 100 ppb As. No detectable As was observed in the filtrate. A sorption study was then performed to determine the time required to reach equilibrium, which was attained after seven hours. A second set of sorption studies were performed using different As concentrations and the data was evaluated using the Langmuir adsorption model. The model predicted a maximum adsorption capacity of 457 to 636 mg/g. A final flowing water column breakthrough experiment was performed. Tap water spiked with 50 ppb was filtered through 0.5 grams of sorbent in a glass chromatography column. The results showed that seven liters of water were filtered before any As was detected. Over 10 L were filtered before the maximum contaminant level ( MCL) of 10 ppb was exceeded. The flow through study results showed that the PhosLock has an As adsorption capacity of 700 mg/g. This is consistent with the highest sorption capacity predicted by the Langmuir model. The results of this study show that PhosLock is a very effective and economical sorbent for the removal of As from drinking water.

CE-QUAL-W2 is a 2-D hydrodynamic and water quality model that has been applied to reservoirs, lakes, river systems, and estuaries throughout the world. However, when this model is applied for shallow systems, this model requires a long calculation time to maintain numerical stability, compared to applications of reservoirs or deeper river systems. To solve this problem, a new hydrodynamic and temperature model was built based on the framework of CE-QUAL-W2 but that allows for steady-state hydrodynamic computations. By calculating the hydrodynamics at steady-state, the time step for stability is relaxed and simulations can proceed at much higher time steps. The rest of the model framework is still used for water quality state variables, in this case, temperature. The algorithm used for computing the water surface elevation is Manning's equation. This thesis study is one part of the Willamette Water 2100 project (Santelmann et al., 2012), which examines hydrological, ecological, and human factors affecting water scarcity in the Willamette River Basin. This study included three stages: (1) Convert six existing CE-QUAL-W2 V3.1 models into a newer version: CE-QUAL-W2 V3.7. (2) Develop the steady-state model code in FORTRAN. (3) Test the steady-state model on three river systems in the Willamette River Basin at Year 2001 and 2002. The result proved that the steady-state model could reduce the computing time by 90% for river applications, while predicting dynamic river temperature with high accuracy at a two-minute time scale. This new model will be employed to simulate the future of the Willamette River System at a decadal or centennial timescales, addressing river temperature concerns and fish habitat issues.

The town of Mosier, Oregon, is located near the east, dry end of the Columbia River Gorge, and the local area is known for cherry orchards that rely heavily on groundwater for irrigation. The CRBG groundwater system in Mosier has experienced groundwater declines of up to 60 meters due to over-pumping and or commingling. Declining groundwater levels have led to concerns over the sustainability of the resource, as it is the principle water source for irrigation and domestic use. Despite numerous previous studies of groundwater flow in CRBG aquifers here and elsewhere in the Columbia River basin, an aspect that has received relatively little attention is the interaction between groundwater and surface waters at locations where interflow zones are intersected by the surface waters. The objective of my research is to investigate how CRBG interflow zone exposures in Mosier Creek may be controlling groundwater elevations in the area. The methods used include: (1) geochemical analysis of well cuttings and detailed geologic mapping along area streams to identify interflow zones of individual CRBG flows, (2) analysis of stream discharge data and groundwater elevation data to confirm exchange of groundwater and surface waters, and (3) collection and analyses of 31 water samples from area wells, streams, and springs, to determine if waters from individual CRBG aquifers can be hydrochemically identified and to further constrain understanding of surface and groundwater interactions. My study confirms that the general elevation of the Pomona Member and Basalt of Lolo interflow zone creek exposure is coincident with the elevation where a change in slope of the decline trend in 2004 is seen in Mosier area well hydrographs. Furthermore, the results of stream discharge data indicated a close connection between drawdown from groundwater pumping during irrigation season and groundwater- surface water interaction. At the time of drawdown in the upper-most CRBG aquifer (Pomona), the stream transitions from gaining to losing water into the groundwater system. Elemental chemistry data indicates the Frenchman Springs Sentinel Gap aquifer waters are the most evolved waters in this study. Stable isotopic data reinforced this determination as the Sentinel Gap waters are the lightest, or most negative, with regard to δD and δ18O. Sentinel Gap samples were more depleted than other aquifer samples by 4.38 to 6.89 0/100 for δD and 0.39 to 0.59 0/100 for δ18O. The results of the general chemistry and isotope data reveal a more evolved chemical signature in lower watershed groundwater versus a less evolved signature for waters from wells located higher up on the Columbia Hills anticline. This was interpreted to be the result of the major structural features in the area providing for a more regional pathway of recharge in lower watershed groundwaters, versus a more local source of recharge for upper watershed groundwaters. There was also a pronounced commingled signature in the elemental ratios of lower watershed aquifer waters. The suspected mechanism of recharge to lower watershed wells is through younger Cascadian deposits upslope from the local watershed. The findings of this study reveal the importance of a detailed understanding of CRBG stratigraphy and its relation to surface waters, especially for other areas within the Yakima Fold Belt or Oregon and Washington. Studies that do not consider the influence that individual CRBG flows can have on groundwater-surface water interactions, and the groundwater system as a whole, run the risk of improperly assessing the groundwater resource for a region.