By Vedat Batu
Over fresh years, vital contributions related to fixing a number of aquifer difficulties were provided in several papers and stories. The scattered and wide-ranging nature of this knowledge has made discovering ideas and most sensible practices tricky. finished and self-contained, utilized move and Solute shipping Modeling in Aquifers compiles the scattered literature at the subject right into a single-source reference of the main updated info within the box.
Based on Dr. Batu's twenty years of useful adventure tackling aquifer difficulties in a myriad of settings, the ebook addresses primarily all presently utilized aquifer circulation and contaminant delivery strategies, combines concept with useful purposes, covers either analytical and numerical suggestions, and contains strategies to actual global contaminant shipping modeling situations. Batu ways the topic from the training consultant's perspective and elucidates the problems genuine international execs have confronted in fixing aquifer move and illness difficulties.
The writer simplifies the required theoretical history up to attainable and offers all derivational info of the theoretical heritage as labored examples. He makes use of this system to discover how the derivations have been generated in the event you want to know whereas permitting others to simply pass them and nonetheless profit and examine from the sensible functions of the mathematical methods. Containing fifty one tables and 323 figures, the e-book covers either the breadth and the intensity of at present utilized aquifer circulation and contaminant delivery modeling recommendations.
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Extra info for Applied flow and solute transport modeling in aquifers : fundamental principles and analytical and numerical methods
9) can be found in Bear (1979) and Sun (1996). 9) include the following: (i) Upscaling of the flow field from the microscopic level to the macroscopic level is valid; (ii) Fick’s law is applicable for hydrodynamic dispersion; (iii) the Dupuit–Forchheimer assumption is valid; and (iv) a 2-D mass transport model is acceptable; if not, a 3-D coupled flow and contaminant transport model should be constructed. , the extraction locations and rates) are changed in the flow model, the flow field V and the dispersion tensor D in the mass transport model are changed accordingly, which cause the change in concentration distribution.
When the system structure is complex and unknown, however, the existing uncertainty analysis methods may not be effective because the number of nonrejectable model structures is too large to handle. In its original sense, a model of a system should give the same response (output) as the actual system does for any excitation (input). Unfortunately, constructing such an absolutely and universally reliable model for a EWR system is generally beyond reach. Due to the complexity of system structure and the insufficiency of observation data, we are unable to construct a lifelike model, and we cannot assess “how complex is complex” for the model structure and “how sufficient is sufficient” for the existing data.
To construct a more reliable model, we need more data. 11, in which OED is formulated into a multiobjective optimization problem. The criteria of optimal design for linear model inversion are derived. For nonlinear model inversion, Bayesian and robust design methods, especially interval-identifiability-based robust design, are introduced. 12, after the goal-oriented forward problem is described, GIP is formulated and solved in both the deterministic and statistical frameworks. When the existing data are insufficient, a cost-effective experimental design method for GIP is given.
Applied flow and solute transport modeling in aquifers : fundamental principles and analytical and numerical methods by Vedat Batu