Titlebook: Subsurface Solute Transport Models and Case Histories; With Applications to Vyacheslav G. Rumynin Book 2011 Springer Science+Business Media

VERSE

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愤慨一下

Water Movement and Solute Transport in Unsaturated Porous Mediahe pores. This zone is also high in organic matter and clay, which promotes sorption, biological degradation and transformation of contaminants. In industrial or agricultural areas, where the ground surface is contaminated by hazardouswastes or fertilizers and pesticides, the unsaturated zone may be

华而不实

One-Dimensional Hydrodynamic Mixing Models for Regional Flow Systems Under Areal Recharge Conditionsrable from the groundwater flow. Their advective transport involves micro- and macrodispersion processes, which control the extent of solute dispersion in homogeneous and heterogeneous aquifers. In this chapter, we will consider the migration models that describe the motion of solutions miscible wit

违反

Profile (Two-Dimensional in Vertical Cross-Section) Models for Solute Transport in Regional Flow Sysf non-point contamination sources formed under the areal recharge conditions. Therefore the regional horizontal flow models discussed in the previous chapter have some serious limitations: neglecting the real redistribution of pollutants over the aquifer depth, such models allow one to calculate onl

宽宏大量

Models for Assessment of Transverse Diffusive and Advective Transfer in Regional Two-Layer Systemsive transfer of solute mass between layers differing in hydraulic conductivity is a key smoothing mechanism of concentration profiles in such stratified groundwater systems. A result of this process is the higher rate of mass transfer in layers with lower permeability and its lower rate in layers wi

Charlatan

cipher

Flow and Transport Through Unsaturated Fractured-Porous Rocksd formations. The . models are of primary interest for describing infiltration and solute transport. In these models the matrix acts as a source or sinks for . and dissolved component . between the adjacent fractures, and it is more often assumed that solutes cannot move globally through matrix by a

NOTCH

祖先

恫吓

Conceptual Lumped-Parameter Models for Coupled Transient Flow and Solute Transport in Catchmentst (Fig. 10.1) under conditions of variable rainfall rate and transient flow process. The lumped-parameter formulation of the flow problem significantly simplifies the search of solute transport problem that makes practically possible the long-range prediction of chemical component distributions betw