jaydensw23
Civil/Environmental
- Jul 20, 2011
- 1
At a wastewater treatment plant there is a problem is equal distribution and the chlorine dosing system.
The flow is meant to be equalized in a rectangular channel where the average of the two incoming flows is made and dosing is paced based on this.
The problem is that I don't think the flow is distributed evenly because the two tanks always have very different chlorine residuals, which I found has a close relationship with the difference in the two incoming flows.
Has anybody had a similar problem or a way to try and rectify this problem?
cheers
The flow is meant to be equalized in a rectangular channel where the average of the two incoming flows is made and dosing is paced based on this.
The problem is that I don't think the flow is distributed evenly because the two tanks always have very different chlorine residuals, which I found has a close relationship with the difference in the two incoming flows.
Has anybody had a similar problem or a way to try and rectify this problem?
cheers