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EFFECT OF VERTICAL WELL CONFIGURATION ON LEACHATE DISTRIBUTION IN BIOREACTOR LANDFILLS

机译:竖井结构对生物反应器填埋场渗滤液分布的影响

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Uniform and elevated moisture distribution in a bioreactor landfill is of utmost importance to enhance the biodegradation of municipal solid waste (MSW). This is accomplished by recirculating leachate through MSW using a leachate recirculation system (LRS). Currently, the selection and design of LRS is based on limited laboratory and field observations, which often leads to widely varying performance. Our research goal is to develop a rational method for the design of LRS for bioreactor landfills. This paper investigates the effectiveness of different configurations of vertical wells (VW) as LRS. Initially, MSW is under an unsarurated condition where the pores between the solid particles are filled by leachate and landfill gas. Therefore, a two-phase flow mathematical model is implemented in this study by considering the recirculated leachate as wetting fluid and the generated landfill gas as non-wetting fluid. The hydraulic properties of MSW, which include the relative permeabilities for wetting and non-wetting fluids, are computed by the van Genuchten model based on the soil water characteristic curve. Flow of wetting and non-wetting fluid in a porous media is computed by Darcy's law. A typical bioreactor cell of 30 m high compacted in ten layers of 3 m each is considered for this study. MSW is modeled as inhomogeneous and anisotropic material. Saturation level, wetted area, accumulated pore water pressure, and outflow rate (from the leachate collection system located at the bottom of the landfill) are computed for a selected leachate injection rate of 55m3/day. Results show that a VW configuration involving close spacing with staggered injection screen locations is effective for uniform elevated moisture distribution in the landfill. When leachate is injected continuously for four weeks, uniform moisture distribution with a maximum saturation of 100% is achieved throughout most of the landfill, and the maximum pore water pressure of 120 kPa is found near the injection screen locations.
机译:在生物反应器垃圾填埋场中均匀且升高的水分分布对于提高城市生活垃圾(MSW)的生物降解至关重要。这是通过使用渗滤液再循环系统(LRS)通过MSW循环渗滤液实现的。当前,LRS的选择和设计基于有限的实验室和现场观察,这常常导致性能差异很大。我们的研究目标是为生物反应器垃圾填埋场的LRS设计开发一种合理的方法。本文研究了垂直井(VW)不同配置作为LRS的有效性。最初,MSW处于无刺条件下,其中固体颗粒之间的孔被渗滤液和垃圾填埋气填充。因此,在本研究中,通过将再循环渗滤液视为润湿液,并将生成的垃圾填埋场气体视为非润湿液来实现两相流数学模型。 van Vanuchuchten模型基于土壤水分特征曲线计算了MSW的水力学特性,其中包括润湿流体和非润湿流体的相对渗透率。多孔介质中润湿流体和非润湿流体的流动是根据达西定律计算的。这项研究考虑了一个典型的30 m高的生物反应器池,将其压实成10个层,每个层3 m。 MSW被建模为非均质各向异性材料。对于选定的55m3 /天的渗滤液注入速率,计算了饱和度,湿润面积,累积的孔隙水压力和流出速率(来自位于垃圾填埋场底部的渗滤液收集系统)。结果表明,包括紧密间隔且注射筛网位置交错的VW配置可有效地提高垃圾填埋场中的水分分布。连续四个星期注入渗滤液时,在整个垃圾填埋场中,水分分布均匀,最大饱和度达到100%,并且在注入筛位置附近发现最大孔隙水压力为120 kPa。

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