AN EXPERIMENTAL STUDY ON EFFECTIVE USE OF EFFLUENT WASTEWATER IN CONCRETE PREPARATION

A. N, Bothainah Al Ajmi, Sudheer Kumar Shukla
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Abstract

Nowadays fresh water is very limited in Oman and has lack of rain every year. But, concrete industry is still using fresh water to produce their product. This project is to investigate using treated effluent wastewater in concrete preparation as an alternative for using fresh water. The effluent discharge collected from Haya wastewater treatment plant, where the discharged effluent is collected in sewerage pipelines without affecting human and environment. According to this study, to make a value of treated effluent wastewater to be used in the construction industry in concrete casting and curing process. Chemical, physical and biological parameters in wastewater were collected directly from the treatment plant by using LIMS system. The produced concrete has a grade of C30 and the mixture consist of ordinary Portland cement, fine aggregate and coarse aggregate, and prepared by mixing with different water percentages of normal water and treated effluent wastewater. Based on American Concrete Institute requirement, the concrete mix proportions determined. Concrete quality checked with regarding to various tests and performing in the project study which are, slump test, compressive strength test, and split tensile strength test by using UTM. The purpose of these tests is to investigate the hardness and strength of the prepared concrete. The results conform using treated effluent wastewater with 100 % gives higher values in compressive strength and spilt tensile strength than use normal water. Also, heavy metals concentration results are within the limit of other standard effluent discharge standard, hence this test is important for checking the durability of concrete. Based on journals, the results of using treated effluent wastewater in concrete were investigated. The compressive strength and split tensile strength of the concrete is high and achieved the standard requirement. Also, was finding that the usage of acid solution is as removal for the toxic matter in concrete prepared with wastewater. So, usage of treated wastewater gives same normal water performance when added in concrete. However, all output from the literature review would be but into consideration in the project study.
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混凝土配制过程中排废水的有效利用试验研究
如今,阿曼的淡水资源非常有限,而且每年都缺少雨水。但是,混凝土工业仍然使用淡水来生产他们的产品。本项目是研究在混凝土配制中使用处理过的废水作为淡水的替代方法。从哈亚污水处理厂收集的污水排放,排放的污水在污水管道中收集,不影响人类和环境。通过本研究,对混凝土浇筑和养护过程中处理后的废水在建筑行业中的应用价值进行了评价。利用LIMS系统直接从污水处理厂收集废水中的化学、物理和生物参数。所制混凝土的标号为C30,由普通硅酸盐水泥、细骨料和粗骨料组成,用不同含水量的普通水和处理过的废水混合而成。根据美国混凝土学会的要求,确定了混凝土配合比。采用UTM对混凝土进行了坍落度试验、抗压强度试验和劈裂抗拉强度试验,并在工程研究中进行了混凝土质量检查。这些试验的目的是研究所制备混凝土的硬度和强度。结果表明,采用100%处理过的废水,其抗压强度和抗拉强度均高于普通水。此外,重金属浓度结果在其他标准排放标准的限制范围内,因此该试验对检验混凝土耐久性具有重要意义。在文献资料的基础上,对处理后的废水用于混凝土的效果进行了研究。混凝土抗压强度和劈裂抗拉强度高,达到标准要求。此外,还发现酸溶液的使用对废水配制的混凝土中的有毒物质有一定的去除作用。因此,在混凝土中加入处理过的废水后,其水性能与正常水性能相同。然而,所有文献综述的结果都将在项目研究中被考虑。
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