﻿<?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 / Industrial Wastes Treatment  / VFA/TA Ratio / 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>Sun, 12 Oct 2008 11:14:25 GMT</lastBuildDate><ttl>20</ttl><item><title>VFA/TA Ratio</title><link>http://www.wef.org/TechnicalDiscussions/Topic8706-14-1.aspx</link><description>We have a anaerobic contact basin used for treating industrial wastewater. We currently have VFAs of 23 and a total alkalinity of 1500 (without NaOH being added).  Should I be concerned that the total alkalinity is 1500 (which some think is too low) or should I focus more on the VFA/TA ratio, which is .01 right now?  I believe that adding NaOH is not necessary as long as my ratio stays below .1.  I am not worried about a sudden increase in influent VFAs due to a large EQ tank ahead of the anaerobic contact basin.&lt;/P&gt;&lt;P&gt;THANKS!!</description><pubDate>Fri, 21 Mar 2008 08:35:15 GMT</pubDate><dc:creator>pat</dc:creator></item></channel></rss>