My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1991-151
CBCC
>
Resolutions
>
1990'S
>
1991
>
1991-151
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/15/2017 3:01:02 PM
Creation date
5/15/2017 2:41:21 PM
Metadata
Fields
Template:
Resolutions
Resolution Number
1991-151
Approved Date
09/24/1991
Resolution Type
Utilities
Entity Name
Water and Sewer Revenue Bonds Series 1991
Subject
Bond Purchase Agreement
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
181
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Honorable Chairman and <br />Board of County Commissioners <br />9/16/91 <br />Page 22 <br />The expected performance of belt filter presses is dependent upon many <br />factors: type of sludge. quality of conditioning, pressure of rollers. <br />number of rollers, etc. However, with a feed concentration of 0.75 to 1.5 <br />percent of waste activated sludge, a cake with a solids concentration of 12 <br />to 18 percent can be expected. The specifications will require the belt <br />filter presses to achieve a minimum of 12 percent solids concentration and a <br />monthly average of 15 percent solids concentration. Polymer addition is <br />required at a rate of a minimum five to ten pounds of dry polymer per ton of <br />dry feed solids. Therefore. an overall solids capture of 95 percent is <br />expected. <br />Table 5 is a summary of the design criteria of the belt filter presses. The <br />dewatering building includes such items as the belt filter presses. polymer <br />system. cake conveyer system, and other necessary appurtenances. Also <br />included with the dewatering building design are two ram -eject type trailers <br />to haul the dewatered sludge to the landfill. <br />Class 1 reliability criteria require that a sufficient number of presses be <br />installed to enable the design sludge flow to be dewatered with the largest <br />capacity unit out of service. However, if the equipment is sized on Tess <br />than 24-hour per day operation, extension of normal working hours can be used <br />to make up lost capacity. Therefore, a full standby belt press will not be <br />installed. Also, no dewatered sludge storage will be needed. If sludge <br />cannot be hauled away, sludge inventories will temporarily be increased at <br />the wastewater treatment plants and the septage will be stored in the septage <br />holding tank. <br />M.VRB2/5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.