Optimizing Flow and Load Distribution Within a Sewage Treatment Distribution Chamber in England

Civil engineering structures are used to distribute the flow and solid loads to multiple settling tanks or activated sludge plant (ASP) lanes at a sewage treatment works (STW). Achieving a good solids distribution requires adequate mixing to homogenise the solids, but this can be detrimental to achieving a good flow distribution, which normally requires quiescent conditions.

Geosyntec Scope of Services

At Stoke Bardolph, a new chamber to mix the effluent from the primary flow and return activated sludge (RAS) from the final tanks was investigated by Geosyntec using computational fluid dynamics (CFD). The mixture of RAS and primary flow was to be equally distributed from the chamber to ten ASP lanes.

The initial concept had the RAS enter at the center of the chamber, and the primary flow through the side channel.  It was found that due to the direction and momentum of the primary flow, and the lack of mixing between the two fluid streams, there was a good distribution of flow, but a poor distribution of the solids.

In order to achieve a good solids distribution, adequate mixing of the two fluid streams could only be achieved when the RAS was fed into the channel upstream of the chamber. The location of the RAS feed and contours of RAS concentration, which demonstrates good mixing in the upstream channel. The solids distribution to each ASP lane was within ±5% of the ideal distribution.

Notable Accomplishments

Geosyntec’s experience of flow and solids distribution aided the development of the distribution chamber, leading to a system with a good flow and solids distribution over a range of flow rates.

Project Overview

  • Location: England
  • Client: Stoke Bardolph
  • Project Practice Areas: Water and Wastewater System Planning, Engineering, and Design, Waste Management Planning, Engineering, and Design
  • Type of Facility: Wastewater Treatment
  • Company: MMI Engineering

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