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Beneficial Uses of Sludge from Water Purification Plants in Concrete Mix

机译:净水厂污泥在混凝土混合料中的有益用途

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Due to the constraints of landfill space and environmental concern, disposal of sludge from municipal water purification plants becomes environmentally challenging and costly in Taiwan. The objective of this study was to evaluate the feasibility of beneficial use of sludge from water purification plants in concrete for local construction applications. Chemical and physical characteristics (granulometry, moisture content, specific gravity, absorption capacity, and chemical compositions) of the sludge were first determined. The mean particle size of the dried sludge is smaller than 3.2 μm and it can be classified as silt with high plasticity. Concrete specimens were then made of various amounts of the sludge and a solidification agent, and their properties were examined. Addition of sludge reduces the mechanical strength of the concrete; on the other hand, addition of the solidification agent increases the mechanical strength of the concrete to an acceptable range. The strength of the specimen was higher than the typically required strength of 210 kgf/cm2. The concrete specimens could meet the compressive strength requirement with as low as 2% solidification agent and up to 30% sludge as a fine aggregate replacement. The results of the slump test indicate that the workability of most sludge/solidification agent/cement mixtures also falls into the acceptable range of 14–26 cm. The low toxicity characteristic leaching procedure (TCLP) leachate concentrations, good mechanical property, appropriate workability, and a lower disposal cost make the use of water purification plant sludge in concrete mix a viable alternative for beneficial use.
机译:由于垃圾填埋场空间的限制和对环境的关注,在台湾,从市政净水厂处置污泥变得对环境具有挑战性且成本很高。这项研究的目的是评估将净水厂的污泥有益地用于当地建筑应用的可行性。首先确定污泥的化学和物理特性(粒度,含水量,比重,吸收能力和化学组成)。干燥污泥的平均粒径小于3.2μm,可归类为高可塑性淤泥。然后用各种量的污泥和固化剂制成混凝土试样,并检查其性能。污泥的添加会降低混凝土的机械强度;另一方面,固化剂的添加将混凝土的机械强度提高到可接受的范围。样品的强度高于通常要求的210 kgf / cm2的强度。混凝土试样可以满足抗压强度要求,固化剂低至2%,而细集料替代物可高达30%的污泥。坍落度试验的结果表明,大多数污泥/固化剂/水泥混合物的可加工性也落在可接受的14-26 cm范围内。低毒性特征浸出程序(TCLP)浸出液浓度,良好的机械性能,适当的可加工性以及较低的处理成本,使得在混凝土混合物中使用净水厂污泥成为有益用途的可行替代方案。

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