I have long since stopped caring whether OP is still engaged. You provided the answer in Post #2 (only because you got there first ), the rest has been my attempt at exposition. It's past the Friday deadline, so they either listened to you and succeeded or they didn't.
i am still following along, i really do appreciate the effort and knowledge that you and peter have shared.
in the O&M call last week i told them i am out of ideas to achieve the desired results on the flow characteristics. gave the design engineer the trend data and told him see if there is someone in his company who has some ideas on how to make this work, but that doesnt mean i am just going to give up and wait for an answer.
flow and tank level all over the place, but the unit didnt shut down. tomorrow i will probably reduced the P on the p300 to try to increase response time. there is the one blimp on the flow trend when i got a HH level on t300 because p300 was slow to response.
so friday afternoon i reduced the P of 21 that MaxK suggested to 15 to reduce the flow variations. the system ran all weekend. and from the daily data email (values are only taken every 5mins but it something) the UV system was able to bring online another section without tripping so the increase in flowrate was within its capabilities.
i am going to read through drbitboy post a few more times and come up with a plan to try to incorporate a P only approach.
i also may take the ask for forgiveness than permission and move the PID to a periodic operation.