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It is a one-dimensional BOD model.
Many water quality models, for example, the BOD model, are formed generally by ordinary or partial differential equations (Davis 1962; Na 1979; Taylor 1982; Evans 1985; Noye Noye 1992; Richard 1997; Moiianty 2004; Liu et al. 2005; Munavalli 2004; Timo et al. 2013).
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The above two were summed to estimate the burden of disease (BOD) with and without immunization for the society and the government (i.e. societal BOD and fiscal BOD models).
A unique feature of the VART-BOD model is the incorporation of a dynamic diffusion-dominated root-zone.
This paper presents a Variable Residence Time (VART -based model, called VART -baseddel, for simodelion of BOD removal procalled in constructed wetlands with free water surface (FWS).
The VART-BOD model was tested with data collected from two distinct FWS wetlands: Gustine Wetland, USA and Manzala Wetland, Egypt.
Mathematically, the VART-BOD model describes a free water surface wetland with three vertical layers, including vegetated water column layer, advection-dominated upper root layer, and diffusion-dominated lower root layer.
The VART-BOD model is a reliable and efficient tool for designing constructed wetlands and for understanding effects of various processes and mechanisms on the treatment efficiency of wastewater in constructed wetlands.
Biogeochemically, the VART-BOD model simulates various BOD removal processses and mechanisms, including monod kinetics of bacterial growth, mass exchange between water column and root layers, advection, dispersion, and diffusion.
In the whole straight channel, the oxygen consumption was modeled by using modified BOD-DO model.
Most BOD and COD leachate models in the past have been based on data from single or regionally specific landfills.
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