Changes

Jump to: navigation, search

Talibon Slaughterhouse Wastewater Retrofit

119 bytes removed, 23:33, 2 September 2016
Wastewater Treatment Concerns
=== Wastewater Treatment Concerns ===
[[File:Talibon2.png|right|200px]]
{| cellspacing="1" cellpadding="1" border="0" style="width: 100%"|-| style="width: 1405px; vertical-align: top" | There are two major concerns that are driving the initiative to retrofit the wastewater system:
*The first concern is the inability of the wastewater system to meet discharge requirements for biochemical oxygen demands and total suspended solids. Based on the components installed and the anticipated strength and volume (loading) of the wastewater, it is likely biocehmical oxygen demands and total suspended solids will exceed discharge limitations.
*The second concern is odor and nuisances. Anaerobic wastewater systems that are open to the atmosphere often generate odors and mosquitoes.
An initial recommendation is to minimize waste. Since the wastewater treatment infrastructure is already installed, reducing the volume and strength of the wastewater to be treated to match the infrastructure is one option. The facility should also follow best practices. For example, collecting the blood and offal from the slaughtering operation will help reduce organic loading and waste volume, making the wastewater easier to treat.  In addition, covering the influent channel will minimize rainwater entering the system, which will maximize wastewater detention time through the system.
|}
=== Infrastructure Retrofit ===
Akvopedia-spade, akvouser, bureaucrat, emailconfirmed, staff, susana-working-group-1, susana-working-group-10, susana-working-group-11, susana-working-group-12, susana-working-group-2, susana-working-group-3, susana-working-group-4, susana-working-group-5, susana-working-group-6, susana-working-group-7, susana-working-group-8, susana-working-group-9, susana-working-group-susana-member, administrator, widget editor
30,949
edits

Navigation menu