Hi,
We have to rehabilitate a pumping station.
As per tender documents we have to keep in working condition old reservoirs (having in total 4000m3) and build a new one with 10000m3.
Old pumping station was feeding by gravity in one supply zone and by pumps in second supply zone.
OK.
They start build the new reservoir and meantime asked me to wrote the automation philosophy as to be approved. I have been provided with a P&I diagram.
OK so far BUT in reality is not so nice.
They started to build the new reservoir with a elevation 5 meters higher than old ones (do not ask me why), so no matter what I am doing old
will overflow trying to fill up new one.
In supply pipe we will have 1.5bar but we will feed from top of reservoirs, meaning old reservoirs will be fed with 1.5bar, new 1 bar.
Solutions can be
a. Obvious = quit on using old reservoirs
b.Stupid = use new reservoir only at half capacity
c.expensive = use a proportional valve at entrance of old reservoirs as to handle flow, and a equalizing pump at exit as to cover the 1/2 bar difference between
all reservoirs
Anyone encountered this kind of problems?
Any thoughts on how this problem can be handled?
All the best
marian
We have to rehabilitate a pumping station.
As per tender documents we have to keep in working condition old reservoirs (having in total 4000m3) and build a new one with 10000m3.
Old pumping station was feeding by gravity in one supply zone and by pumps in second supply zone.
OK.
They start build the new reservoir and meantime asked me to wrote the automation philosophy as to be approved. I have been provided with a P&I diagram.
OK so far BUT in reality is not so nice.
They started to build the new reservoir with a elevation 5 meters higher than old ones (do not ask me why), so no matter what I am doing old
will overflow trying to fill up new one.
In supply pipe we will have 1.5bar but we will feed from top of reservoirs, meaning old reservoirs will be fed with 1.5bar, new 1 bar.
Solutions can be
a. Obvious = quit on using old reservoirs
b.Stupid = use new reservoir only at half capacity
c.expensive = use a proportional valve at entrance of old reservoirs as to handle flow, and a equalizing pump at exit as to cover the 1/2 bar difference between
all reservoirs
Anyone encountered this kind of problems?
Any thoughts on how this problem can be handled?
All the best
marian