Thesis (M. Tech. - (Civil Engineering, Faculty of Engineering and Technology))--Vaal University of Technology, 2010. / During the last few years, concern has been growing among many stakeholders all over the world about declining levels of surface water bodies accompanied by reduced water availability predominantly due to ever increasing demand and misuse. Furthermore, overexploitation of environmental resources and haphazard dumping of waste has made the little water remaining to be so contaminated that a dedicated rehabilitation/remediation of the environment is the only proactive way forward. River Rwizi Catchment is an environment in the focus of this statement. The overall objective of this research was to plan, restore and rationally allocate the water resources in any river basin with similar attributes to the study area. In this research, Integrated Water Resources Management (IWRM) methodology was applied through Watershed/Basin Simulation Models for general river basins. The model chosen and used after subjection to several criteria was DHI Model, MIKE BASIN 2009 Version. It was then appropriately developed through calibration on data from the study catchment, input data formatting and its adaptation to the catchment characteristics. The methodology involved using spatio-temporal demographic and hydrometeorological data. It was established that the model can be used to predict the impact of projects on the already existing enviro-hydrological system while assigning priority to water users and usage as would be deemed necessary, which is a significant procedure in IWRM-based environmental rehabilitation/remediation. The setback was that the available records from the various offices visited had a lot of data gaps that would affect the degree of accuracy of the output. These gaps were appropriately infilled and gave an overall output that was adequate for inferences made therefrom. Several scenarios tested included; use and abstraction for the present river situation, the effect of wet/dry seasons on the resultant water available for use, and proposed projects being constructed on and along the river. Results indicated that the river had insufficient flow to sustain both the current and proposed water users. It was concluded that irrespective of over exploitation, lack of adequate rainfall was not a reason for the low discharge but rather the loss of rainwater as evaporation, storage in swamps/wetlands, and a considerable amount of water recharging groundwater aquifers. Thus, the proposed remedy is to increase the exploitation of the groundwater resource in the area and reduce the number of direct river water users, improve farming methods and conjunctive use of groundwater and surface water - the latter as a dam on River Rwizi. The advantage of the dam is that the water usage can be controlled as necessary in contrast to unregulated direct abstraction, thus reducing the risk of subsequent over-exploitation. / Vaal University of Technology

Variações climáticas podem resultar na entrada insuficiente de água no balanço hídrico de uma região, acarretando em inconsistências relacionadas à outorga de água superficial. O sistema de outorga de água superficial utiliza as vazões percentis (Q7,10, Q90, Q95) para definir a vazão máxima outorgável. No entanto, em períodos de estiagem tais vazões de referência podem não ser suficientes para atender a demanda outorgada, demandando a captação de águas subterrâneas para contrabalançar essa insuficiência hídrica do manancial superficial. Portanto, a outorga dos recursos hídricos deve ocorrer de forma integrada e sustentável, considerando a alteração da descarga do aquífero para o rio devido à captação subterrânea. O objetivo deste trabalho é estimar a disponibilidade hídrica integrada (superficial e subterrânea), por meio de um modelo empírico linear, proposto como função da média móvel da precipitação de períodos anteriores relacionados ao tempo de regulação do aquífero. Técnicas de correlação e espectrais foram empregadas na análise de séries temporais de precipitação (P) e vazão (Q) da bacia hidrográfica do Ribeirão da Onça, com o objetivo de determinar os tempos de resposta de Q em relação a P. A metodologia proposta foi verificada para precipitação e vazões observadas na bacia com área de 65 km2 no período de 2003 a 2014. Os resultados indicam que o aquífero armazena uma parcela de água precipitada e controla o fluxo para o rio, com tempos de regulação de aproximadamente 60 dias para o escoamento subsuperficial e de aproximadamente 2 anos para o escoamento de base. A metodologia também foi testada para duas sub-bacias hidrográficas do Rio Jacaré-Guaçu, com áreas de 1867 e 3519 km2. A adoção da metodologia proposta permite calcular uma vazão de referência sustentável, possibilitando prever a variação da vazão de base nos períodos de recessão, por estar definida em função de precipitações passadas. Portanto, tal vazão seria mais condizente com as observadas no meio ambiente, proporcionando um adequado funcionamento do ecossistema, garantindo assim a sua preservação. / Climatic variation may result in insufficient input of water in the water balance in a region, resulting in inconsistencies in the water rights permits. Brazilian water allocation system uses the flow duration curves (Q7,10, Q90, Q95) to establish the maximum allowable discharge. However, during droughts such reference discharges may not reach the water rights permits, requiring groundwater extraction to compensate this deficiency in surface water bodies. Hence, the water right permits must be integral, considering the base flow variation due to the groundwater extraction. The aim of this study is to determine the integrated water availability (surface and groundwater), using an empirical linear model, proposed as a function of the average rainfall of previous periods related to the aquifer regulation time. Correlation and spectral techniques were employed for time-series analysis of precipitation (P) and discharge (Q) in the Ribeirão da Onça watershed, to determine response times of Q as a function of P. The proposed methodology was developed for precipitation and discharge observed from 2003 to 2014 in a watershed with an area of 65 km2. The obtained results indicate that the aquifer stores the rainfall water with regulation times of approximately 60 days for the subsurface flow, ans approximately 2 years for the base flow. The methodology was also tested for two sub-basins of the Jacaré-Guaçú River watershed, with areas of 1867 and 3519 km2.The proposed methodology allows the estimation of a sustainable reference discharge making it possible to predict the base flow variation during recession periods, since it is defined as a function of past rainfall. Therefore, this discharge is more consistent with the values observed in the environment, allowing a proper functioning of the ecosystem, thereby ensuring their preservation.

In this thesis I examine and explore whether and if Integrated Water Resources Management (IWRM) inspired water reforms respond to- and address the diverse realities of women and men in informal (and formal) rural economies of Sekororo, South Africa and Ward 17 in Gwanda, Zimbabwe which are both in the Limpopo basin. South Africa and Zimbabwe, like other southern African countries, embarked on IWRMinspired water reforms, culminating in the promulgation of the National Water Acts in 1998, four years after the attainment of South Africa’s democracy in 1994 and 18 years after Zimbabwe attained independence in 1980. I argue that the adoption of IWRM, which emphasises second generation water issues such as demand management, water quality, environmental flow requirements etc, and not the development of water infrastructure, begs the question whether such reforms can make a meaningful contribution to the development agenda in countries where, during apartheid and colonialism, the water rights (among other rights) of millions of blacks were compromised because of unjust legislation and skewed underinvestment in water infrastructure

The purpose of this thesis is to analyse interactions between freshwater flows, terrestrial ecosystems and human well-being. Freshwater management and policy has mainly focused on the liquid water part (surface and ground water run off) of the hydrological cycle including aquatic ecosystems. Although of great significance, this thesis shows that such a focus will not be sufficient for coping with freshwater related social-ecological vulnerability. The thesis illustrates that the terrestrial component of the hydrological cycle, reflected in vapour flows (or evapotranspiration), serves multiple functions in the human life-support system. A broader understanding of the interactions between terrestrial systems and freshwater flows is particularly important in light of present widespread land cover change in terrestrial ecosystems. The water vapour flows from continental ecosystems were quantified at a global scale in Paper I of the thesis. It was estimated that in order to sustain the majority of global terrestrial ecosystem services on which humanity depends, an annual water vapour flow of 63 000 km3/yr is needed, including 6800 km3/yr for crop production. In comparison, the annual human withdrawal of liquid water amounts to roughly 4000 km3/yr. A potential conflict between freshwater for future food production and for terrestrial ecosystem services was identified. Human redistribution of water vapour flows as a consequence of long-term land cover change was addressed at both continental (Australia) (Paper II) and global scales (Paper III). It was estimated that the annual vapour flow had decreased by 10% in Australia during the last 200 years. This is due to a decrease in woody vegetation for agricultural production. The reduction in vapour flows has caused severe problems with salinity of soils and rivers. The human-induced alteration of vapour flows was estimated at more than 15 times the volume of human-induced change in liquid water (Paper II).

Facing the urgency of taking actions to guarantee the water supply to Brazil's Capital, the project called IWAS/ÁguaDF aims to provide scientific knowledge for the development of an Integrated Water Resources Management (IWRM) concept. The project is organized in multiple working groups wherein climate is considered as one of the main drivers. The water supply system of Distrito Federal (DF) is mainly dependent on three major complexes: river basins, waste water and drinking water. Anthropogenic climate change has the potential to affect these water complexes in a number of ways such as by losing storage capacity due to erosion and sedimentation, through altered persistency of dry events and due to increasing water demand. As a contribution to the IWAS/ÁguaDF project, this study focuses on the development of climate change projections for hydrological impact assessments at local/regional scale. The development of proper climate information is a challenging task. The level of complexity corresponds directly to the issues that concern impact modellers as well as technical aspects such as available observational data, human and computational resources. The identification of the needs for water-related issues gives the foundation for deriving proper climate projections. Before making projections, it is necessary to assess the current climate conditions, or baseline climate. Despite a better understanding of the regional aspects of the climate and the ongoing changes, the baseline climate provides the foundation for calibrating and validating climate models and downscaling methods. The General Circulation Models (GCMs) are the most preferred tools in simulating the response of the climate system to anthropogenic activities, like increasing greenhouse gases and aerosol emissions. However, the climate information required for regional impact studies, such as water resources management in DF, is of a spatial scale much finer than that provided by GCMs and therefore often demands a downscaling procedure. Hydrological models are usually sensitive to the temporal variability of precipitation at scales that are not well represented by GCMs. Statistical downscaling methods have the potential to bridge the mismatch between GCMs and impact models by adding local variability that is consistent with both the large-scale signal and local observations. The tool used (i.e., Statistical DownScaling Model - SDSM) is described as a hybrid of regression-based and stochastic weather generator. The systematic calibration adopted provides the appropriated predictors and model parameterization. The validation procedure takes into account the metrics relevant to the requirements of hydrological studies. Moreover, the downscaling approach considers several climate models (i.e., 18 GCMs) and emission scenarios (i.e., SRES A1B, A2, B1) in order to sample the widest sources of uncertainties available. In spite of the elevated level of uncertainties in the magnitude of change, most of the downscaled projections agree with positive changes in temperature and precipitation for the period of 2046-2065 when compared to the reference period (i.e., 1980-1999). Large ensembles are preferable but are often associated with massive amount of data which have limited application in hydrological impact studies. An alternative is to identify subsets of projections that are most likely and projections that have lower likelihood but higher impact. A set of representative climate projections is suggested for hydrological impact assessments. Although high resolution information is preferable, it relies on limited assumptions inherent to observations and coarse-resolution projections and, therefore, its use alone is not recommended. The combination of the baseline climate with large- and local-scale projections achieved in this study provides a wide envelope of climate information for assessing the sensitivity of hydrological systems in DF. A better understanding of the vulnerability of hydrological systems through the application of multiple sources of climate information and appropriate sampling of known uncertainties is perhaps the best way to contribute to the development of robust adaptation strategies. / Starkes Bevölkerungswachstum sowie Landnutzungs- und Klimawandel gefährden die Wasserversorgung der Metropolregion Brasília. Vor diesem Hintergrund soll das Projekt IWAS/ÁguaDF die wissenschaftlichen Grundlagen für ein Integriertes Wasserressourcen-Management (IWRM) im Distrito Federal (DF) erarbeiten. Das Projekt gliedert sich in drei klimasensitive Bereiche: Einzugsgebietsmanagement, Abwasseraufbereitung und Trinkwasserversorgung. Klimaänderungen können die Wasserversorgung im DF vielfältig beeinflussen, durch Veränderung der speicherbaren Wassermenge (Wasserdargebot, Speicherkapazität von Talsperren durch Sedimentation), der Dauer von Dürreperioden und des Wasserbedarfs (z.B. für Bewässerung). Klimaprojektionen für regionale hydrologische Impaktstudien stellen jedoch eine große Heraus-forderung dar. Ihre Komplexität richtet sich nach dem Bedarf des Impaktmodellierers und hängt zudem von technischen Voraussetzungen ab, wie der Verfügbarkeit von Beobachtungsdaten sowie von Personal- und Rechenressourcen. Die Ableitung geeigneter Maßnahmen für ein nachhaltiges Wasserressourcenmanagement im DF stellt hohe Ansprüche an die Qualität der zu entwickelnden Klimaprojektionen. Noch vor der Projektion müssen die gegenwärtigen klimatischen Bedingungen (Referenzklima) analysiert und bewertet werden. Die Analyse des Referenzklimas ermöglicht ein besseres Verständnis regionaler Unterschiede und aktueller Tendenzen und bildet die Grundlage für die Kalibrierung und Validierung von Klimamodellen und Downscaling-Methoden. Globale Klimamodelle (GCM) simulieren die Reaktion des Klimasystems auf anthropogene Treibhausgas- und Aerosolemissionen. Ihre räumliche Auflösung ist jedoch meist zu grob für regionale Klimaimpaktstudien. Zudem reagieren hydrologische Modelle meist sehr sensitiv auf zeitlich variable Niederschläge, welche in hoher zeitlicher Auflösung (Tagesschritte) ebenfalls nur unzureichend in GCM abgebildet werden. Statistische Downscaling-Verfahren können diese Inkohärenz zwischen GCM und Impaktmodellen reduzieren, indem sie das projizierte Klimasignal um lokale Variabilität (konsistent gegenüber den Beobachtungen) erweitern. Das in der vorliegenden Arbeit verwendete Tool, Statistical DownScaling Model - SDSM, vereint regressionsbasierte und stochastische Methoden der Wettergenerierung. Geeignete Prädiktoren und Modelparameter wurden durch systematische Kalibrierung bestimmt und anschließend validiert, wobei unter anderem auch hydrologisch relevante Gütekriterien verwendet wurden. Der gewählte Downscaling-Ansatz berücksichtigt zudem eine Vielzahl verschiedener Globalmodelle (18 GCM) und Emissionsszenarien (SRES A1B, A2 und B1) um die mit Klimaprojektionen verbundene hohe Unsicherheit möglichst breit abzudecken. Die Mehrheit der regionalen Projektionen weist auf eine Zunahme von Temperatur und Niederschlag hin (Zeitraum 2046 bis 2065 gegenüber Referenz-zeitraum, 1980 bis 1999), wenngleich die Stärke des Änderungssignals stark über das Ensemble variiert. Große Modellensemble sind zwar von Vorteil, sie sind jedoch auch mit einer erheblichen Datenmenge verbunden, welche für hydrologische Impaktstudien nur begrenzt nutzbar ist. Alternativ können einzelne „wahrscheinliche“ Projektionen verwendet werden sowie Projektionen, die weniger wahrscheinlich, aber mit einem starken Impakt verbunden sind. Ein solcher Satz repräsentativer Klimaprojektionen wurde für weitergehende Impaktstudien ausgewählt. Auch wenn in der Regel hochaufgelöste Klimaprojektionen angestrebt werden, ihr alleiniger Einsatz in Impaktstudien ist nicht zu empfehlen, aufgrund der vereinfachten Annahmen über die statistische Beziehung zwischen Beobachtungsdaten und den Modellergebnissen grob aufgelöster Globalmodelle. Der Vergleich des Referenzklimas mit großräumigen und lokalen Projektionen, wie er in dieser Arbeit durchgeführt wurde, liefert ein breites Spektrum an Klimainformationen zur Bewertung der Vulnerabilität hydrologischer Systeme im DF. Die Einbeziehung einer Vielzahl vorhandener Klimamodelle und die gezielte, den ermittelten Unsicherheitsbereich vollständig abdeckende Auswahl an Projektionen sollte die Entwicklung robuster Anpassungsstrategien bestmöglich unterstützen. / Diante do desafio de garantir o abastecimento de água potável da capital federal do Brasil, o projeto denominado IWAS/ÁguaDF tem como objetivo prover conhecimento científico para o desenvolvimento de um conceito de Gestão Integrada dos Recursos Hídricos (PGIRH). Afim de atingir esta proposta, o projeto é organizado em multiplos grupos de trabalho entre os quais o clima é considerado um dos principais fatores de influência. O sistema de abastecimento de água do Distrito Federal (DF) depende praticamente de três complexos: bacias hidrográficas, águas residuais e água potável. Mudanças climáticas causadas por ações antropogênicas apresentam um enorme potencial de impacto a estes complexos, por exemplo através de alterações no regime de chuvas, perda de volume dos reservatórios por assoriamento e aumento na demanda de água. Como contribuição ao projeto IWAS/ÁguaDF, este estudo tem como foco o desenvolvimento de projeções de mudanças climáticas para estudo de impacto nos recursos hídricos na escala local/regional. O nível de complexidade corresponde diretamente às questões levantadas pelos modeladores de impacto, bem como aspecto técnicos como a disponibilidade de dados observados e recursos humanos e computacionais. A identificação das necessidades de questões relacionadas à água no DF dão a base para derivar projeções climáticas adequadas. Antes de qualquer projeção futura, é indispensável avaliar as condições atuais do clima, também chamado de linha de base do clima. Além de fornecer a compreenção dos aspectos regionais do clima e mudaças em curso, a linha de base provê dados para a calibração e validação de modelos globais de clima e técnicas de regionalização (downscaling). Os Modelos de Circulação Geral (GCM) são as ferramentas mais adotadas na simulação da resposta do sistema climático às atividades antropogênicas, tais como aumento de emissões de gases do efeito estufa e aerosóis. No entanto, a informação necessária para estudos regionais de impacto, tais como gestão de recursos hídricos, é de escala espacial mais refinada do que a resolução espacial fornecida pelos GCMs e, dessa forma, técnicas de regionalização são frequentemente demandadas. Modelos hidrológicos são geralmente sensitivos à variabilidade temporal de precipitação em escalas não representadas pelos modelos globais. Métodos estatísticos de ‘downscaling’ apresentam um potencial para auxiliar no descompasso entre GCMs e modelos de impacto através da adição de variabilidade local consistente com o sinal de larga escala e as observações locais. A ferramenta utilizada (Statistical DownScaling Model - SDSM) é descrita como um híbrido entre regressão linear e gerador de tempo estocástico. A calibração sistemática adotada fornece apropriados preditores e uma parameterização consistente. O procedimento de validação do modelo leva em conta as métricas relevantes aos requerimentos dos estudos hidrológicos. Ainda, a abordagem aqui utilizada considera diversos modelos globais (isto é, 18 GCMs) e cenários de emissões (isto é, SRES A1B, A2 e B1) afim de contemplar as mais abrangentes fontes de incertezas disponíveis. Embora o elevado nível de incertezas na magnitude das mudançãs de clima, a grande maioria das projeções regionalizadas concordam com o aumento de temperatura e precipiatação para o período de 2046-2065 quando comparado com o período de referência (isto é, 1980-1999). Grandes conjuntos de projeções são preferíveis, mas são frequentement associados com uma quantidade exorbitante de dados os quais são de aplicação limiatada nos estudos de impacto. Uma alternativa é identificar sub-conjuntos de projeções que são as mais prováveis e projeções que são menos prováveis, porém apresentam maior impacto. Embora altas resoluções são preferíveis, estas baseiam-se em hipóteses inerentes às observações e projeções de larga escala e, dessa forma, não é recomendável o seu uso sozinho. A combinação do clima de base com projeções de resoluções baixas e altas fornece um amplo envelope de imformações climáticas para avaliar a sensitividade dos sistemas hidrológicos no DF. Um compreendimento mais apurado da vunerabilidade dos sistemas hidrológicos através da aplicação de multiplas fontes de informação e apropriada abordagem das incertezas conhecidas é talvez a melhor maneira para contribuir para o desenvolvimento de estratégias robustas de adaptação.

The purpose of this study is to revise the Department of Water Affairs and Forestry's (DWAF's) current Integrated Environmental Management (IEM) procedure and to develop an Environmental Management Framework (EMF), so as to ensure that the environment is considered in a structured, formal manner at each decision-making stage of the projects development business process. The proposed EMF provides process diagrams that align the IBM principles, the environmental assessment and management tools, and the engineering business process with the project life cycle approach for DWAF's water sector functional areas. Key decision-making points are introduced to the business process to ensure that all the specific requirements have been met before continuing to the next engineering stage of the business life cycle. Auditing nodes were identified within the life cycle approach and complement the decision-making points and strengthen the evaluation of environmental compliance and performance. These process diagrams is designed to prompt development planners and implementers to consider the environment at all stages of the business life cycle and practice sound environmental management. The EMF is based on international best practice and follows the Deming model philosophy as well as principles and elements of an environmental management system. The EMF must be an integral part in the way the department conduct its business and not seen as an ad hoc function and the duties of the environmental officer. To conclude, the EMF is the building block and interim management plan for an appropriate environmental management system in the future and the first step towards business excellence for the Department of Water Affairs and Forestry. / Thesis (M.Sc. (Geography and Environmental Studies))--North-West University, Potchefstroom Campus, 2005.

In this thesis I examine and explore whether and if Integrated Water Resources Management (IWRM) inspired water reforms respond to- and address the diverse realities of women and men in informal (and formal) rural economies of Sekororo, South Africa and Ward 17 in Gwanda, Zimbabwe which are both in the Limpopo basin. South Africa and Zimbabwe, like other southern African countries, embarked on IWRMinspired water reforms, culminating in the promulgation of the National Water Acts in 1998, four years after the attainment of South Africa’s democracy in 1994 and 18 years after Zimbabwe attained independence in 1980. I argue that the adoption of IWRM, which emphasises second generation water issues such as demand management, water quality, environmental flow requirements etc, and not the development of water infrastructure, begs the question whether such reforms can make a meaningful contribution to the development agenda in countries where, during apartheid and colonialism, the water rights (among other rights) of millions of blacks were compromised because of unjust legislation and skewed underinvestment in water infrastructure

Mémoire numérisé par la Division de la gestion de documents et des archives de l'Université de Montréal

The purpose of this study is to revise the Department of Water Affairs and Forestry's (DWAF's) current Integrated Environmental Management (IEM) procedure and to develop an Environmental Management Framework (EMF), so as to ensure that the environment is considered in a structured, formal manner at each decision-making stage of the projects development business process. The proposed EMF provides process diagrams that align the IBM principles, the environmental assessment and management tools, and the engineering business process with the project life cycle approach for DWAF's water sector functional areas. Key decision-making points are introduced to the business process to ensure that all the specific requirements have been met before continuing to the next engineering stage of the business life cycle. Auditing nodes were identified within the life cycle approach and complement the decision-making points and strengthen the evaluation of environmental compliance and performance. These process diagrams is designed to prompt development planners and implementers to consider the environment at all stages of the business life cycle and practice sound environmental management. The EMF is based on international best practice and follows the Deming model philosophy as well as principles and elements of an environmental management system. The EMF must be an integral part in the way the department conduct its business and not seen as an ad hoc function and the duties of the environmental officer. To conclude, the EMF is the building block and interim management plan for an appropriate environmental management system in the future and the first step towards business excellence for the Department of Water Affairs and Forestry. / Thesis (M.Sc. (Geography and Environmental Studies))--North-West University, Potchefstroom Campus, 2005.

Limited freshwater supply is the most important challenge in water resources management, particularly in arid and semi-arid basins. However, other variations in a basin, including climate change, population growth, and economic development intensify this threat to water security. The Oldman River Basin (OMRB), located in southern Alberta, Canada, is a semi-arid basin and encompasses several water challenges, including uncertain water supply as well as increasing, uncertain water demands (consumptive irrigation, municipal, and industrial demands, and non-consumptive hydropower generation, and environmental demands). Reservoirs, of which the Oldman River Reservoir is the largest in the basin, are responsible for meeting most of demands, and, protecting the basin’s economy. The OMRB has also faced extreme natural events, floods and droughts, in the past, which reservoir management plays a critical role to adapt to. The complexity of the climate, hydrology, and water resource system and water governance escalates the challenges in the basin. These factors are highly interconnected and establish dynamic, non-linear behavior, which requires an integrated, feedback-based tool to investigate. Integrated water resources (IWRM) modelling using system dynamics (SD) is such an approach to tackle the different water challenges and understand their non-linear, dynamic pattern. In this research study the Sustainability-oriented Water Allocation, Management, and Planning (SWAMPOM) model for the Oldman River Basin is developed. SWAMPOM comprises a water allocation model, dynamic irrigation demand, instream flow needs (IFN), and economic evaluation sub-models. The water allocation model allocates water to all the above-mentioned demands at a weekly time step from 1928 to 2001, and under different water availability scenarios. Meeting irrigation demands relies on the crop water requirement (CWR), which is calculated under different climatic conditions by the dynamic irrigation demand sub-model. This sub-model estimates the weekly irrigation demand for main crops planted in the basin. SWAMPOM also computes environmental demands or instream flow need (IFN) for the Oldman River, and allocates water to rivers to meet IFN under different policy scenarios and uncertain water supply. Finally, the major water-related economic benefit in the basin, earned by agriculture and hydropower generation, is computed by the economic evaluation sub-model. The results show that SWAMPOM could reasonably satisfy the demands at a weekly time step and provide an adequate estimation of the crop water requirement under different hydrometeorological conditions. Based on the SWAMPOM’s results, the average annual irrigation demand is 306 mm over the historical time period from 1928 to 2001 in the main irrigation districts. The average weekly instream flow need of the Oldman River is calculated to be approximately 20.5 m3/s, which can be met in more than 97% of weeks in the historical time period. Average annual water-related economic benefit was computed to be 192.5 M$ in the OMRB. It decreased to 82.8 M$ in very dry years, and increased up to 328.6 M$ in very wet years. This research also developed different sets of Oldman Reservoir’s operation zones, resulting in trade-offs between the optimal economic benefit, water allocated to the ecosystem, minimum floodwater and minimum flood frequency. This helps decision makers to decide how much water should be stored in the reservoir to meet a specific objective while not sacrificing others. A multi-objective performance assessment, Pareto curve approach, is applied to identify the optimal trade-offs between the four objective functions (OFs), and 18 different optimal, or close to optimal sets of operating zones are provided. The decision regarding the operating zones depends on decision makers’ preference for higher economic benefit, water allocated to IFN, or flood security. However, the set of operating zones with minimum floodwater causes 11 less flood events; the operating zones with maximum economic benefits result in 4.1% more financial gain; and the zones with maximum water allocated to IFN lead to 10.1% more ecosystem protection in the whole 74 years, compared to current zones.