﻿<?xml version='1.0' encoding='UTF-8'?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>Water Environment Federation (WEF) Discussion Forums / Disinfection / Archives / Archived Forum Topics  / Disinfection at an unattended CSO facility / Latest Posts</title><generator>Water Environment Federation (WEF) Discussion Forums</generator><description>Water Environment Federation (WEF) Discussion Forums</description><link>http://www.wef.org/TechnicalDiscussions/</link><webMaster>jfuller@wef.org</webMaster><lastBuildDate>Sat, 22 Nov 2008 11:27:41 GMT</lastBuildDate><ttl>20</ttl><item><title>Disinfection at an unattended CSO facility</title><link>http://www.wef.org/TechnicalDiscussions/Topic6153-12-1.aspx</link><description>Has anyone designed a CSO treatment facility with disinfection? The facility in question will see flow about 50 times a year. Max flow could be as high as 30 MGD. What technology provides the least operational issues?&lt;P&gt;I am trying to determine whether to use 12.5 sodium hypochlorite and deal with the known issues of this technology or switch to an alternative (calcium hypochlorite, ClO2, dilute sodium hypochlorite, On-site generation etc.)&lt;/P&gt;&lt;P&gt;What would be the expected dose for dilute wastewater partially receiving primary treatment?&lt;/P&gt;&lt;P&gt;Any assistance would be appreciated.</description><pubDate>Wed, 01 Aug 2007 18:50:51 GMT</pubDate><dc:creator>01496313</dc:creator></item></channel></rss>