[Abstract]: Furrow and border irrigation practices in Australia and around the world are typically inefficient. Recent advances in computer-based surface irrigationdecision support technology have the potential to improve performance, but have had little uptake. Despite considerable academic achievements with individualcomponents of the technology, the implementation of this knowledge into usable tools has been immature, hindering adoption. In particular, there has been littleprogress in encapsulating the different decision support components into a standalone system for surface irrigation. Therefore, the research problem addressed in this dissertation aims to develop a new decision support system for furrow and border irrigation aimed at increasing the usability of the technology, and improving decision making capabilities. Specifically the research hypothesis is:“That calibration, optimisation, and parameter analysis capabilities can be developed and integrated with an accurate and robust simulation model into a decision support system to improve furrow and border irrigation performance.”Six research objectives have been identified to support the hypothesis including: (RO1) investigate existing surface irrigation modelling technology to determine amodel and solution technique structure suitable for incorporating into a decision support system; (RO2) develop a robust reliable simulation engine for furrow andborder irrigation for automation within a decision support system under optimisation and systematic response evaluation; (RO3) investigate and develop parameter estimation (calibration) capabilities for the decision support system; (RO4) investigate and develop optimisation capabilities for the decision support system; (RO5) investigate and develop parameter response (design charts)capabilities for the decision support system; and (RO6) develop an objectoriented framework to combine the components developed in Research Objectives 2 to 5 with data management facilities and a graphical user interface.Successful completion of these objectives has resulted in the development of a decision support system for furrow and border irrigation featuring an automationcapablehydrodynamic simulation engine, automated full-hydrodynamic inverse solution, automated optimisation of design and management variables, and automated user-definable real-time generation of system response. This wascombined with a highly flexible object-oriented program structure and webbrowser-like graphical user interface. Each of these components represents a unique implementation of the required functionalities, differing from the established software packages (such as SIRMOD and WinSRFR) that use alternate technologies with no automation or optimisation capabilities.Development of the hydrodynamic simulation engine has involved the refinement of the commonly used implicit double-sweep methodology with the objectives ofachieving robustness and reliability under automation. It was subsequently found that only subtle changes and manipulations were required in much of thenumerical methodology, including derivation of simplified solution equations. The main focus of this research has targeted the computational algorithms that drivethe numerical solution process. Key factors effecting robustness and reliability were identified in a study of simulation operation, and treated through thesealgorithms. Validation was undertaken against output from the SIRMOD simulation engine, with robustness and reliability tested through tens of thousands of simulations under optimisation and automated system response evaluation.The calibration facilities demonstrated that the inverse-solution using the fullhydrodynamic model is a viable and robust methodology for the unique identification of up to three infiltration/roughness parameters. Two optimisationmethods were investigated during this research with objective-functions based upon either a volume-balance time-of-advance equation, or complete simulationsof the hydrodynamic model. A simple but robust optimisation algorithm was designed for this purpose. While the volume-balance method proved fast andreliable, its accuracy is reduced due to the underlying assumptions and simplistic model structure. The hydrodynamic method was shown to be accurate, althoughit suffered slow execution times. It was therefore decided to use the two methods in tandem during the solution process where the faster volume-balance method is used to provide starting estimates for the more accuratehydrodynamic method. Response-surface investigation for the advance-based objective function identified a unique solution when solving for three parameters.It was found that the automated unconstrained optimisation of design and management practices is limited to the selection of one solution variable (time to cut-off) due to non-unique multi-variable solutions. Nevertheless, the developed facilities provide a unique benchmarking of irrigation performance potential. This research has used the earlier-developed optimisation algorithm to automatesimulations using a prototype objective-function based upon user-defined weightings of key performance measures. A study of the response-surfaces ofdifferent configurations of the objective-function identified parabolic ridges of alternate solutions, so, in practice, the optimisation process simplifies down tooptimising only one parameter: time-to-cutoff. It was also recognized that the performance-based objective functions are highly sensitive to numerical discretisation inconsistencies that occur between simulations, which impede solution convergence.The highly customisable, automated, system response evaluation facilities developed in this research offer potential as both a research and practitionertool, capable of multidimensional analysis of irrigation systems subject to temporal and spatial infiltration variations. A preliminary study demonstrated theimportance of infiltration variation on irrigation decision-making, and provided initial guideline layout designs that combined the effects of variable infiltrationand three decision variables using a fixed management strategy of minimising runoff. A limited range of response outputs for a fixed management objectivenegated the potential benefit of visualising a large number of dimensions. Nevertheless, this study provided direction for the subsequent software development with recommendations including: representing system outputs ascontours and iso-curves, rather than by the chart axes; representing different infiltration conditions in separate design charts; allowing the user to assignvariables to each chart axis; and representing only two decision variables in each chart.Finally, the simulation, calibration, optimisation and parameter analysis components were combined with a database and graphical user interface todevelop the FIDO (Furrow Irrigation Decision Optimiser) decision support system. There were three focus areas during this marriage of components; firstly, anobject-oriented structure was developed to accommodate program elements concentrating on separating the graphical user interface components from other task related objects for flexible future development; secondly, a database wasdeveloped using XML-based technologies to store property, paddock, event and model information; and thirdly, a user-friendly graphical user interface was created with web-browser-like functionality. The software design evolved through many different prototypes with its current design being heavily influenced from the successes and mistakes of the previous attempts.This work represents the first coordinated attempt to develop a decision support system for furrow irrigation linking a database, simulation engine, calibrationfacilities, optimisation facilities, and parameter analysis capabilities. A major feature of this work is that all components of the system have been developedfrom first principles using an object-oriented structure, with the primary goal of implementation into a decision support system. This research has contributed tothe development of a professional-quality software package to improve the decision-making capabilities of researchers, irrigation consultants, and irrigators.

Thesis (M.S. - Agricultural Economics)--University of Arizona. / Bibliography: leaf 79.

Thesis (M.Ag.Sc.)--University of Adelaide, Dept. of Agricultural Business, 1997. / Bibliography: leaves 146-153.

Thesis (Ph. D.)--University of Canterbury, 2007. / Typescript (photocopy). Accompanied by CD-ROM: Appendix 1: Electronic copy of source code and input data. Includes bibliographical references (leaves 173-179). Also available via the World Wide Web.

Mémoire (M.Ress.Renouv.)--Université du Québec à Chicoutimi, 1995. / Résumé disponible sur Internet. CaQCU Document électronique également accessible en format PDF. CaQCU

Thesis (M.Sc.). / Written for the Dept. of Bioresource Engineering. Title from title page of PDF (viewed 2009/06/23). Includes bibliographical references.

Thesis (M.S.)--University of Wisconsin--Madison, 1968. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.

Thesis (Ph.D.)(Agricultural Economics)--University of Pretoria, 2006. / Includes summary. Includes bibliographical references. Available on the Internet via the World Wide Web.

In this thesis the long-term sustainable yield of the Karoo sediment aquifer unit occurring in Dendera area of Kwekwe District is investigated, with the object of providing quantitative data on the sustained availability of groundwater for small-scale irrigation projects. Archaean Basement Schists and Pre-Cambrian gneissic granites, the Basement Complex rocks, underlie the entire study area. Overlying these are Upper Karoo sediments. Aeolian Kalahari sands unconformably mantle higher interfluves, while redistributed sands occur along valleys of major rivers and streams. The Karoo sediments, which predominantly consist of loosely cemented, fine- to medium-grained sandstone alternating with red siltstone and mudstone, constitute the main aquifer. The thickness of the Karoo sediment unit ranges from 30m to 80m. The hydraulic parameters of the Karoo sediment aquifer were characterised in the field by constant discharge pumping tests and slug tests. Pumping tests indicated unconfined conditions and thus the Neuman's method of analysis has been used. Transmissivities from pumping tests are within the range 4.7 m²/d to 13.6 m²/d with an average of 8.9m²/d. The low transmissivities seem to be a major limiting factor in the exploitation of the groundwater resources. Thus the sustainable borehole yields tend to be small, mean values ranging from 33 m²/d to 253 m²/d. Specific yield could not be determined from the pumping tests due to the lack of observation boreholes. Low chemical concentrations render the water suitable for irrigation of all crops, while neither total nor any individual concentrations present health hazards to human or livestock. An average recharge value of 47.7 mm/y was inferred from water table fluctuation method. Chloride mass balance technique in the same area indicates recharge value in the order of 67.4 mm/y. Because the chloride mass balance gives a long-term mean annual recharge, the recharge figure of 67.4 mm/y was adopted for the study area. Based on the abstractable proportion of recharge, the sustainably exploitable volume of groundwater of the order of 2.68 x 10⁷ m³/y was established. This volume is more than 100 times the estimated current demand for groundwater (1.35 x 10⁵ m³/d), implying that there are large volumes of surplus water, which can be utilised for irrigation.

The Okanagan Valley is an important agricultural area in south-central British Columbia. Due to the low annual precipitation and a high rate of evapotranspiration, irrigation is necessary for the production of most crops. Since water shortage problems in the valley are likely to arise in the future, since irrigation accounts for over 90% of the consumptive use of water in the valley, and since data on the actual irrigation operation is sparse, a detailed study was made of one district. Vernon Irrigation District, the largest district in the Okanagan Basin, was selected for detailed study. Its distribution system has recently been modernized. The history of the development of the district is outlined and the old system and the way in which it operated are described. The reasons for selection of the new system, the criteria used in its design, and the way in which the new system now operates are described. Particular attention is paid to scheduling—the timing of the application of water to the crops—since this offers one of the best opportunities for the conservation of water in the future. Minor conflicts with other users of the water resource are identified and suggestions given for minimizing such conflicts. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate