I need help on estimating the flushing connection size. What is the criteria/guideline to follow. Is the approach/criteria same for pipelines of all sizes. I have a pipe line of 4" and another of 12" with slurry of 1% solid concentration. Is the flushing methodology same for both the pipes. I have a velocity of around 2 m/s in the pipeline with the process fluid under normal condition. What should be the velocity of the flushing water(the flushing medium i am using)? Should this be close to the velocity of process fluid. We typically have drain and utility connections of 1 to 2". How can we achieve the velocity of 1-2 m/s during flushing with 2" flushing and drain nozzle.
Any clarification on this topic is highly appreciated.