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41#
發(fā)表于 2025-3-28 18:13:48 | 只看該作者
Analytical Solutions to the Differential Equation of Mass Transport for Conservative Solutes, on a number of simplifying hypotheses, including that: the medium is saturated, homogeneous and isotropic; water has constant density and viscosity, regardless of solute concentration; Darcy’s law is valid; flow directions and rates are uniform; transport parameters are constant within the domain;
42#
發(fā)表于 2025-3-28 22:45:33 | 只看該作者
Analytical Solutions of the Differential Equation of Mass Transport for Reactive Solutes,otheses considered to be verified in order to obtain such solutions are the same as in the case of conservative solutes, with the additional requirement that: natural degradation can be described by first-order kinetics and the sorption isotherm is linear. Solutions for continuous and pulse releases
43#
發(fā)表于 2025-3-29 02:54:53 | 只看該作者
44#
發(fā)表于 2025-3-29 04:28:08 | 只看該作者
45#
發(fā)表于 2025-3-29 10:44:38 | 只看該作者
46#
發(fā)表于 2025-3-29 13:56:25 | 只看該作者
Remediation of Contaminated Groundwater, can be implemented. Remediation can be applied directly at the site of contamination (in situ) or off site (ex situ), in which case the contaminated environmental component is physically extracted and treated in dedicated facilities at the surface. There are three main remedial approaches, generall
47#
發(fā)表于 2025-3-29 16:18:17 | 只看該作者
Prematurity/Extreme Prematurityploited for human use are called aquifers. This chapter introduces basic notions that set the ground for the understanding and description of subsurface water flow. First, the main properties of water are illustrated, with a particular focus on the forces it establishes with the solid matrix of a po
48#
發(fā)表于 2025-3-29 22:11:56 | 只看該作者
49#
發(fā)表于 2025-3-30 02:58:58 | 只看該作者
50#
發(fā)表于 2025-3-30 04:27:02 | 只看該作者
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