作者: M.Kanitha .
DOI: 10.15623/IJRET.2014.0319093
关键词:
摘要: This paper reports the experimental findings to predict practicability of using treated textile effluents as alternative fresh water in mixing concrete. Potable was replaced with four stages effluent treatment process (ETP) namely, collection tank (CTW), Anaerobic outlet (AOW), Tertiary clarifier (TCW), Reverse osmosis feed (ROFW). The chemical compositions were investigated. Concrete specimens assessed hold setting time, workability, compressive strength and split tensile strength. made AOW attained higher than potable water. It noticed that increased by 26.15 % for comparison PW at age 28 days. can be concluded used an alternate freshwater