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Sewage from scattered villages is often treated in septic tanks whose removal efficiency of biodegradable components amounts to about 35%. Viewed from the standpoint of water protection such a performance provides an insufficient prevention of water pollution. It is worth aspiring to more extensive sewage treatment, i.e. oxidation of organic matter and nitrogen compounds. This particularly applies to rural regions if scattered villages are situated in ecologically sensitive regions such as watersheds of small brooks. Here, it is resonable to emply natural methods of treating sewage such as constructed wetlands and lagoons up to a size of 1,000 population equivalents. Constructed wetlands and lagoons provide an excellent field of cooperation between biologist and engineer, because the complexity of the microbial communities and the influence of the physico-chemical and geological conditions upon the microorganisms are not yet well understood. Further interdisciplinary research work has to be done for instance in regard to the relationship between helophytes and bacteria in the biofilm on the rhizomes of the need or focussing upon effluent polishing of lagoons.  相似文献   
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Owing to the mathematical similarities between heat and mass transport, the multi-species transport model MT3DMS should be able to simulate heat transport if the effects of buoyancy and changes in viscosity are small. Although in several studies solute models have been successfully applied to simulate heat transport, these studies failed to provide any rigorous test of this approach. In the current study, we carefully evaluate simulations of a single borehole ground source heat pump (GSHP) system in three scenarios: a pure conduction situation, an intermediate case, and a convection-dominated case. Two evaluation approaches are employed: first, MT3DMS heat transport results are compared with analytical solutions. Second, simulations by MT3DMS, which is finite difference, are compared with those by the finite element code FEFLOW and the finite difference code SEAWAT. Both FEFLOW and SEAWAT are designed to simulate heat flow. For each comparison, the computed results are examined based on residual errors. MT3DMS and the analytical solutions compare satisfactorily. MT3DMS and SEAWAT results show very good agreement for all cases. MT3DMS and FEFLOW two-dimensional (2D) and three-dimensional (3D) results show good to very good agreement, except that in 3D there is somewhat deteriorated agreement close to the heat source where the difference in numerical methods is thought to influence the solution. The results suggest that MT3DMS can be successfully applied to simulate GSHP systems, and likely other systems with similar temperature ranges and gradients in saturated porous media.  相似文献   
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