eryp
Electrical
- Aug 15, 2006
- 7
I have a project where I will be diverting water from an aquaculture system when the solids content reaches a certain level.
I am struggling with the decision to use TDS or TSS for the decision point in triggering the diversion. Testing of the influent water shows a normal concentration of 150-300 ppm TDS and 250-500 ppm TSS.
During periods of heavy runoff, the TDS and TSS values rapidly increase to an unacceptable level for the operation of the fishery. The contaminants that enter the water are mostly clay silt with a small amount of sand.
All of that being said, what would be a recommended type of sensor and what parameter (TDS or TSS) should I use to trigger the diversion of influent? Any insight to the issue is greatly appreciated.
I am struggling with the decision to use TDS or TSS for the decision point in triggering the diversion. Testing of the influent water shows a normal concentration of 150-300 ppm TDS and 250-500 ppm TSS.
During periods of heavy runoff, the TDS and TSS values rapidly increase to an unacceptable level for the operation of the fishery. The contaminants that enter the water are mostly clay silt with a small amount of sand.
All of that being said, what would be a recommended type of sensor and what parameter (TDS or TSS) should I use to trigger the diversion of influent? Any insight to the issue is greatly appreciated.