饮用水中氯体衰变的经验模型

Amarasooriya A.A.G.D., S. Weragoda, Weerasooriya Rohan, M. Mowjood, M. Makehelwala
{"title":"饮用水中氯体衰变的经验模型","authors":"Amarasooriya A.A.G.D., S. Weragoda, Weerasooriya Rohan, M. Mowjood, M. Makehelwala","doi":"10.11190/JER.18.31","DOIUrl":null,"url":null,"abstract":"The current chlorine decay models involve complex calculations, and they are impractical for rapid chlorine dose/decay product calculations. This problem limits their applicability to treatment systems. Previously, less attention was paid to developing empirically based bulk chlorine decay models for predicting chlorine decay pathways. In order to bridge this gap, we developed a chlorine decay model based on kinetic data. The model was calibrated using well-characterized humic substances to simulate the natural organic matter content in water. Subsequently, the decay model was utilized to make chlorine decay predictions in the water of the Greater Kandy Water Treatment Facility, Sri Lanka. The chlorine decay predictions are in accordance with model calculations on a short-time scale (less than 5 h). Accordingly, it was noted that the chlorine dose of 1.6 mg/L was found to be inadequate for maintaining the mandatory residual chlorine balance at 0.2 mg/L at distribution. Furthermore, the reported average total of trihalomethanes (TTHMs) below 20 μg/L leaves room to increase the initial chlorine dose.","PeriodicalId":15612,"journal":{"name":"Journal of ecotechnology research","volume":"100 1","pages":"31-37"},"PeriodicalIF":0.0000,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An Empirical Model for Bulk Chlorine Decay in Drinking Waters\",\"authors\":\"Amarasooriya A.A.G.D., S. Weragoda, Weerasooriya Rohan, M. Mowjood, M. Makehelwala\",\"doi\":\"10.11190/JER.18.31\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The current chlorine decay models involve complex calculations, and they are impractical for rapid chlorine dose/decay product calculations. This problem limits their applicability to treatment systems. Previously, less attention was paid to developing empirically based bulk chlorine decay models for predicting chlorine decay pathways. In order to bridge this gap, we developed a chlorine decay model based on kinetic data. The model was calibrated using well-characterized humic substances to simulate the natural organic matter content in water. Subsequently, the decay model was utilized to make chlorine decay predictions in the water of the Greater Kandy Water Treatment Facility, Sri Lanka. The chlorine decay predictions are in accordance with model calculations on a short-time scale (less than 5 h). Accordingly, it was noted that the chlorine dose of 1.6 mg/L was found to be inadequate for maintaining the mandatory residual chlorine balance at 0.2 mg/L at distribution. Furthermore, the reported average total of trihalomethanes (TTHMs) below 20 μg/L leaves room to increase the initial chlorine dose.\",\"PeriodicalId\":15612,\"journal\":{\"name\":\"Journal of ecotechnology research\",\"volume\":\"100 1\",\"pages\":\"31-37\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of ecotechnology research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.11190/JER.18.31\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of ecotechnology research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11190/JER.18.31","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

目前的氯衰变模型涉及复杂的计算,对于快速计算氯剂量/衰变产物是不切实际的。这个问题限制了它们在处理系统中的适用性。以前,很少有人关注开发基于经验的体氯衰变模型来预测氯的衰变途径。为了弥补这一差距,我们开发了一个基于动力学数据的氯衰变模型。该模型使用特性良好的腐殖质来模拟水中的天然有机质含量。随后,该衰变模型被用于斯里兰卡大康提水处理设施水中氯的衰变预测。氯衰变预测与短时间尺度(小于5 h)的模型计算一致。因此,注意到1.6 mg/L的氯剂量不足以维持0.2 mg/L的强制余氯平衡分布。此外,报告的三卤甲烷(TTHMs)平均总量低于20 μg/L,为增加初始氯剂量留下了空间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An Empirical Model for Bulk Chlorine Decay in Drinking Waters
The current chlorine decay models involve complex calculations, and they are impractical for rapid chlorine dose/decay product calculations. This problem limits their applicability to treatment systems. Previously, less attention was paid to developing empirically based bulk chlorine decay models for predicting chlorine decay pathways. In order to bridge this gap, we developed a chlorine decay model based on kinetic data. The model was calibrated using well-characterized humic substances to simulate the natural organic matter content in water. Subsequently, the decay model was utilized to make chlorine decay predictions in the water of the Greater Kandy Water Treatment Facility, Sri Lanka. The chlorine decay predictions are in accordance with model calculations on a short-time scale (less than 5 h). Accordingly, it was noted that the chlorine dose of 1.6 mg/L was found to be inadequate for maintaining the mandatory residual chlorine balance at 0.2 mg/L at distribution. Furthermore, the reported average total of trihalomethanes (TTHMs) below 20 μg/L leaves room to increase the initial chlorine dose.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信