﻿<?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 / WEF Discussion Forums / Collection Systems  / odor and corrosion control in sewers / 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>Fri, 21 Nov 2008 18:17:08 GMT</lastBuildDate><ttl>20</ttl><item><title>RE: odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>I am trying to make sure we are not over applying the use bioxide just to make sure that we do not experieince any odors </description><pubDate>Sun, 24 Feb 2008 12:03:28 GMT</pubDate><dc:creator>Chad</dc:creator></item><item><title>RE: odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>I think if you treat for odor control, you probably have solved most or all of the corrosion potential.  H2S converts to sulfuric acid.  If there isn't enough H2S to create odors, you have solved the corrosion issue.</description><pubDate>Sun, 17 Feb 2008 11:11:13 GMT</pubDate><dc:creator>D Shulmister</dc:creator></item><item><title>RE: odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>I don't know if it will address your question about corrosion, but there was a lengthy thread on bioxide a couple of months ago. You may want to check out the other subject areas (e.g., O &amp;amp; M). May find some useful info. and opinions there.</description><pubDate>Sat, 09 Feb 2008 14:07:41 GMT</pubDate><dc:creator>John Sansalone</dc:creator></item><item><title>RE: odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>Bioxide</description><pubDate>Tue, 05 Feb 2008 23:34:27 GMT</pubDate><dc:creator>01736347</dc:creator></item><item><title>RE: odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>&lt;div class="Quote"&gt;We have odor control dosing stations at numerous pump stations sites.  Does anybody know where the balance is between providing odor control and corrosion in the collection system.  I am pondering whether if there is a balance point between dosing for odor and dosing for corrsoion prevention, ie. which one is the limiting condition?  Any help would be appreciated.  Thanks&lt;/div&gt;&lt;br&gt;What chemical are you using?</description><pubDate>Mon, 04 Feb 2008 23:47:00 GMT</pubDate><dc:creator>Jeff Naumann</dc:creator></item><item><title>odor and corrosion control in sewers</title><link>http://www.wef.org/TechnicalDiscussions/Topic8257-11-1.aspx</link><description>We have odor control dosing stations at numerous pump stations sites.  Does anybody know where the balance is between providing odor control and corrosion in the collection system.  I am pondering whether if there is a balance point between dosing for odor and dosing for corrsoion prevention, ie. which one is the limiting condition?  Any help would be appreciated.  Thanks</description><pubDate>Mon, 04 Feb 2008 20:49:55 GMT</pubDate><dc:creator>01736347</dc:creator></item></channel></rss>