I have ordered a diaphragm pump for injecting a chemical in the discharge line of the HP water pump. The discharge pressure of the pump is 165 barg where as its PSV is set at 181 barg. The HP water pump discharge pipe is designed for 140 barg and normal operating pressure at 124 barg.
Consider the normal operation that the chemical injection to HP water pipe is in progress, suddenly HP water pump tripped and discharge system gets isolated, the pressure inside HP water system will be at 125 barg while chemical injection is still on, and continued to push the chemical. As water is incompressible, with a fraction of minutes the biocide injection will generate a pressure of 140 barg (design pressure of existing system).
There is no any protection on existing HP water system except design pressure (140 barg) of the system.
As this scenario will be occasional, shall I take credit for hydrotest pressure of 186.2 barg [As per ASME31.3, 302.2.4(f)]? Also note that the existing HP water piping is already considered for excursion of 154 barg for surge scenario for 50 hrs per year.
Hence can I still use the hydrotest pressure for this additional over pressure scenario?