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FTTFC (Spring 2016)

Conducting backwash of filters required high flow rate. During low flow conditions, the required flow rate is achieved by redirecting flow from the other filters into the one being backwashed. The objective for the Filter and Treatment Train Flow Control team (FTTFC team) this semester was to design and construct a weir module that would allow the plant operator to easily redirect sufficient flow for filter backwash without shutting off other filters’ flow, and without requiring calculations done by the plant operator. The goal of the design was to be easily constructible, easy to operate, strong enough to withstand water pressure and require no calculations for plant use.

Current & Future Research

The team designed several removable weir options and ultimately chose a hinged design. The design is similar to a dog door that will be shut during normal flow and open during backwash. The model was fabricated and tested under conditions simulating a 20 L/s plant. The weir module was strong enough to withstand the flow, was easy to construct and was simple to open and close even with the water pressure against it and therefore was a success. There was some significant leakage around the weir flap. The team also modeled leakage rate as a function of the size of the gap between the weir and the flap, and the graph displaying this relationship can be used to determine acceptable gap size for a desired maximum leakage rate (Figure 2). For flow rates other than 20 L/s, the following Mathcad file may be used:

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Figure 3: Leakage rate as a function of gap size (5/18/2017)

 

 

 

Section
Column
Team
 Team Members

Alexandria King

Tanvi Naidu

(Fall 2016)
Matt Cimini
Maile McCann
Susan McGrattan
Matt Cimini
Column
Team Documents

 

Challenges

Tasks

Teach-In

Symposium Presentation

Final Report

Final Presentation

Spring '17

 

FTTFC Task List Spring 2017.pdf

FTTFC Manual.pdf

FTTFC Final Report.pdf

Final Presentation
Fall '17    Final Presentation

 

 

Column
Past Research

None.