| Literature DB >> 26561324 |
Esther Mbuci Kinyua1, Isaac W Mwangi2, Ruth N Wanjau1, J C Ngila3.
Abstract
Suspended particles in water are a major concern in global pollution management. They affect the appreciation of water due to clarity, photosynthesis, and poor oxygen environment rendering water unsuitable for aquatic animals. Some suspended materials contain functional groups capable of forming complex compounds with metals making them available for poisoning. Such material promotes the growth of bacteria and fouling that give rise to unpleasant taste and odor of the water and thus requires removal. Removal of suspended solids is normally achieved through sedimentation or filtration. However, some suspended colloidal particles are very stable in water and cannot settle while others are able to pass through the filter due to small size, hence difficult to remove. This study investigated the use of triethanolamine-modified maize tassels to form a flocculent for their removal. The modified maize tassels were characterized using Fourier transform infrared (FTIR), and it was found that the triethanolamine was anchored within the cellulose structure of the maize tassels. Clarification parameters such as settling time, reagent dosage, and pH were investigated. The best clarification was at a pH of 6.0 with clearance being less than in 30 min. The optimal flocculent dosage was found to be 3.5 ml of the material, showing that the material has a potential of enhancing clarity in polluted water.Entities:
Keywords: Clarification; Flocculant; Nephelometry; Quartenized maize tassels; Triethanolamine; Turbidity
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Year: 2015 PMID: 26561324 PMCID: PMC4819912 DOI: 10.1007/s11356-015-5766-y
Source DB: PubMed Journal: Environ Sci Pollut Res Int ISSN: 0944-1344 Impact factor: 4.223
Fig. 1FTIR spectrum of the parent maize tassels
Fig. 2FTIR spectrum of the chlorinated maize tassels
Fig. 3FTIR spectrum of the quartenized maize tassels (QMT)
Fig. 4Settling of suspended material at pH 6 with different QMT dosages
Fig. 5Jar test results of reduced turbidity using QMT at different pH values
Fig. 6Effect of flocculent dosage on clarity of water
Fig. 7Effect of QMT dosage at different pH values on high turbid waters
Fig. 8Jar test results on application of the optimum conditions on environmental water sample
Fig. 9FTIR spectrum of the settled sludge after clarification
Fig. 10FTIR spectrum of the sludge after treating it with hydrochloric acid