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API RP 17O-2009 pdf free download

API RP 17O-2009 pdf free download.Recommended Practice for Subsea High Integrity Pressure Protection Systems (HIPPS).
4.1.2 HIPPS SIS, defined by this document, provides pressure protection to downstream components. 4.1.3 Subsea Fortified Zone A fortified section may be located downstream of the HIPPS isolation valves to allow time to respond to the system closure determined by the pressure transient calculations. The response time to system closure will be dependent on the nature of the flow for the specific system and would include consideration of the gas-oil-ratio (GOR). The pressure rating of the fortified section will be project-specific and will range from the maximum allowable operating pressure (MAOP) of the flowline/pipeline, to the same as the full rating of the pressure source (e.g. subsea tree). The length of the “fortified” section should be determined based on flow analysis. The use of alternative flow assurance methods (i.e. chemicals) should not be considered when determining the length of the fortified section. It is conceivable that this section may not be required, but this shall be proven based on flow analysis. 4.1.4 Unfortified Zone (Flowline) The unfortified zone is downstream of the fortified zone and upstream of the host zone. The location of the unfortified zone shall be determined by the hydraulic analysis and be dependent on the impact of any eventual leakage risks to be mitigated. The hydraulic analysis should include all potential system transients (multiphase/slug flow, etc.). The unfortified zone shall be located to minimize risk of injury to people and damage to infrastructure and the environment. Design should also take into account the need for system testing. The unfortified zone would be proven to function by hydraulic analysis, design, and testing as appropriate. 4.1.5 Host Fortified Zone The near-platform riser section should be designed such that release of hydrocarbon or hazardous materials occurs away from the facility to protect personnel. 4.4 Process Hazard and Risk Analysis The decision to utilize a HIPPS shall be based on a qualitative and quantitative risk analysis (QRA) carried out in accordance with industry standards. Risk analysis requires determining the frequency of the event (overpressure) and the ability of safeguards (HIPPS, etc.) to reduce the consequences, such that the likelihood of the event becomes tolerable. A qualitative risk analysis such as process hazard analysis shall be conducted using a defined methodology. The process hazard is typically overpressure and the subsequent failure of downstream equipment, potentially resulting in a loss of hydrocarbon containment. The risk is the frequency, or possibility of, overpressuring the equipment and the resulting consequences of equipment failure. Quantitative analysis shall be performed [e.g. layer of protection analysis (LOPA)] as defined in IEC 61511. Risk thresholds shall be those mandated by the regulatory agency or the owner whichever is the most stringent. 4.5 Selection and Determination of SIL SIL is a representation of the required safety unavailability [average probability of failure on demand (PFD)] of a safety instrumented function (SIF). The SIL is expressed as a Level 1 through Level 4, which corresponds with Table 1. SILs are determined, either in a prescriptive manner where a preselected SIL may be used when the application meets the required criteria, or a quantitative manner where the required SIL is calculated based on the risk thresholds, initiating frequencies, and other layers of protection to determine the required SIL of the HIPPS. Determination of the HIPPS SIL should consider additional safeguards that are installed: — pressure switch high (PSH) at facility, upstream of BSDV; — PSH at each individual pressure source, upstream of HIPPS; — PSV at facility upstream of the BSDV sized for either leakage rate (partial protection) or full flow rate; and — reinforced section at facility riser. SIL analysis is primarily conducted for safety;

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