Great discussion guys. The whole issue revolves around the operating/disposal/handling strategy of the plant's tank vapors. Fundamentally, vapors must be removed to prevent tank overpressure using either (1) a vent hatch/PVRV device or (2) a vapor recovery system. In my case, the local environmental restrictions and the conditions of the owner's APCD operating permit preclude venting to atmosphere except in the case of emergency, e.g. a fire.
Tank vapors arise from several sources: fire, liquid influent, atmospheric heating, operational upset, etc. API 2000 only requires that the vapors be removed from the tank and so, to that end, provides some guidance on how to estimate the vapor flowrates. It is up to the owner as to what he wants to do with the vapors once they are past the tank roof.
My tanks are several hundred feet from the vapor recovery compressor suction. The owner has said he wants to operate his tanks at 0" w.c. gauge and his compressor suction at -6" wcg, no matter what happens vapor-flowrate-wise, so that fixed my allowable dP for the system. Also, the piping material is 316L because the gas is corrosive to CS. Thus, the onus is on me to reduce construction cost, and nowadays there are real cost savings to be had in the difference between 14" and 16" in 316L, hence the engineering effort to minimize pipe size. $5000 in engineering effort will pay out very quickly when measured against the cost of big-inch SS pipe...
Thanks!
Pete