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Physical and engineering properties of treatment plant residuals and disposal

机译:处理厂残留物和处置的物理和工程特性

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In recent years, management of water treatment plant (WTP) residuals has become more expensive and complicated because of numerous federal, state, and local guidelines and regulations. In this study, alum-coagulated residuals from two WTPs were tested for their engineering properties for ultimate land disposal as sanitary landfill cover material. After partial drying, the residuals were characterized by fine particle size distribution, high specific resistance, high plasticity index, low dry unit weight, and low shear strength. In this condition, the residuals were unsuitable for landfill cover application. However, residual properties were improved by blending the residuals with natural topsoil. The blending, performed at different ratios of the WTP residuals and the natural topsoil, resulted in a reduction of the plasticity index and an increase of the dry unit weight and shear strength. By varying the blending ratio, it was possible to achieve a soil mix that could be used as landfill cover material. In this research, a blend of 20% residuals and 80% natural soil provided a mix suitable for landfill cover application. Other residual management issues are also addressed.
机译:近年来,由于众多联邦,州和当地准则和法规,水处理厂(WTP)残留物的管理变得更加昂贵和复杂。在这项研究中,对来自两个污水处理厂的铝凝结残渣的工程特性进行了测试,以最终作为卫生垃圾掩埋材料进行土地处置。部分干燥后,残余物的特征在于细小的粒度分布,高的电阻率,高的可塑性指数,低的干燥单位重量和低的剪切强度。在这种情况下,残留物不适合填埋。但是,通过将残余物与天然表土混合可以改善残余物的性能。以不同比例的WTP残留物和天然表层土进行混合,导致可塑性指数降低,干重和抗剪强度增加。通过改变混合比例,可以实现可用作垃圾掩埋覆盖材料的土壤混合物。在这项研究中,由20%的残留物和80%的天然土壤组成的混合物提供了适合填埋场覆盖的混合物。其他剩余管理问题也得到解决。

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