Laserfiche WebLink
Orenco Systems Inc. March 2002 <br /> AdvanTex AX 10 Test Report <br /> 2.5 Test Unit Changes <br /> A number of physical changes were made to the test unit during the testing program that <br /> were intended to address the deteriorated effluent quality observed over the first 5 months <br /> of testing, and to improve overall system performance. The changes and the rational for <br /> each change are described briefly in this section. <br /> 2.5.1 Pipe Replacement <br /> Although the effluent quality during the first few months of testing was well within the <br /> NSF/ANSI Standard 40 criteria, by the 5'" month of testing effluent quality had deteriorated <br /> such that the 30-day average CBODS concentration exceeded the NSF/ANSI Standard 40 <br /> limit of < 25 mg/L. <br /> The test unit was inspected in early March, 2001 and it was observed that the filter pods <br /> were not completely draining and there was an accumulation of biosolids within the drain <br /> pipe. Biosolids had also blocked the annulus between the effluent pipe and drainpipe, <br /> causing the liquid to back-up into the filter pods. Orenco staff determined that the solids <br /> accumulation was due to the atypical drainpipe connecting the filter pod to the recirculation <br /> compartment. As noted in Section 1.1, the AX10 filter pod normally drains directly into the <br /> recirculation compartment. However, to facilitate additional nutrient removal testing <br /> scheduled to follow the NSF/ANSI Standard 40 testing, a relatively long length of drainpipe <br /> with bends and connections set up (for future additional treatment units) had been used. <br /> Although the filter bottom positioned at a typical elevation above the recirculation <br /> _ compartment (normally sufficient for direct drainage) the gradient along the additional <br /> drainpipe was too shallow, causing biosolids to accumulate. <br /> _ On April 4, 2001 (Day 171 in Week 25) the pipe connecting the filter and the recirculation <br /> chamber was excavated and replaced with a shorter length of drainpipe directly connecting <br /> the two components. The underdrain pipe that was removed was observed to contain <br /> excessive biosolids, which caused ponding in the bottom of the pods that backed up into <br /> the filter media (which normally hangs about two inches above the underdrain liquid level). <br /> 2.5.2 Filter Manifold Replacement <br /> Inspection of the filter material during the fifth month of testing also noted that the <br /> distribution of liquid across the top of the filter material was not uniform. Portions of the <br /> media had significantly greater biological growth than others. Sections of the filter directly <br /> below and immediately adjacent to the distribution caps had characteristically greater <br /> amounts of biofilm than areas at a greater distance, as noted in Photograph #1. <br /> The biofilm in the immediate vicinity of the distribution caps was black in colour, in <br /> comparison to more distant areas of the filter which were light grey in colour. Gentle <br /> Nova Tec Consultants Inc. Page 13 of 38 <br />