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Titlebook: Hydraulics, Hydrology and Environmental Engineering; Simon A. Mathias Textbook 2023 University of Durham 2023 Civil Engineering Hydraulics

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发表于 2025-3-25 06:26:29 | 显示全部楼层
Transient Flow to Wellsinjection wells. A transient radial flow equation, describing one-dimensional groundwater flow around a pumping well in a confined aquifer, is derived by combining a control-volume approach with the specific storage coefficient concept. A similarity transform is used to derive an important exponenti
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Vadose Zone Processes table otherwise referred to as the unsaturated zone). The concepts of negative pressure head, surface tension, wettability and air-entry pressure are explained. Empirical functions are presented for describing how moisture content and hydraulic conductivity reduce with increasingly negative pressur
发表于 2025-3-25 14:32:46 | 显示全部楼层
Simon A. MathiasExplains hydraulics, hydrology and environmental engineering using problem solving and analytical solutions.Offers a special focus on the derivation of analytical solutions.Includes worked examples to
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https://doi.org/10.1007/978-3-031-41973-7Civil Engineering Hydraulics; Flood Frequency Analysis; Infiltration Modelling; Rainfall Runoff Modelli
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978-3-031-41975-1University of Durham 2023
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Textbook 2023ics, hydrology and environmental engineering. Topics include open channel flow, ocean waves, kinematic wave modelling, flood forecasting, groundwater production, evapotranspiration, rainfall runoff modelling, cost benefit analysis, environmental evaluation, air quality control, carbon capture and st
发表于 2025-3-26 11:37:47 | 显示全部楼层
Basic Principles of Fluid Mechanicsentum and Bernoulli equations are derived using a control-volume within a streamtube, located within a moving incompressible and inviscid fluid. The Bernoulli equation is used to derive the Torricelli equation and equations describing flow over sharp crested weirs. Practical applications are presented through a problem sheet with worked solutions.
发表于 2025-3-26 14:24:52 | 显示全部楼层
Rapidly Varied Flow in Open Channelsmoving control-volume, following a countercurrent wave-front, is used to derive an expression for the speed of a shallow-water wave. It is shown how to determine the location of a hydraulic jump using the gradually varied flow equation. Practical applications are presented through worked examples and a problem sheet with worked solutions.
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Method of Characteristics Solution for the Kinematic Wave Equationve solutions are derived using a similarity transform. Plots of characteristic curves are used to derive a combined shock wave and rarefaction wave solution. Practical applications are presented through a problem sheet with worked solutions.
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