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  PSV¿¡¼­ FLOW BEHAVIOR SELECTION¿¡ ´ëÇÑ Áú¹®.
  ±Û¾´ÀÌ : ÀÓÈ«Àç   °íÀ¯ID : hanwonclub2     ³¯Â¥ : 13-02-13 10:37     Á¶È¸ : 8498    
¾È³çÇϼ¼¿ä~ ¿À·£¸¸¿¡ µé¾î¿Í¼­ ±ÛÀ» ³²±é´Ï´Ù~^^ °ð ¼³¿¬ÈÞ°¡ ½ÃÀÛÀε¥ ȸ¿ø¿©·¯ºÐ ¸ðµÎ Áñ°Å¿î ¼³À» º¸³»½Ã±æ ¹Ù¶ø´Ï´Ù!
 
(1) Áú¹®Àº À§ÀÇ Á¦¸ñ°ú °°ÀÌ API 520 PART 1¿¡ ³ª¿Â PSV SIZINGÀ» ÇÒ ¶§ GAS OR VAPOR RELIEF ÀÇ °æ¿ì CRITICAL FLOW PRESSURE RATIO¿¡ µû¶ó FLOW BEHAVIOR À» SELECTION ÇؾßÇϴµ¥ ±× ±âÁØÀ» ¸íÈ®È÷ ¾Ë°íÀÚ ±ÛÀ» ¿Ã¸³´Ï´Ù.
 
¿ì¼± API STD 520 8Th EDITION, DEC 2008 PART 1 ÀÇ 5.6.2.5ÀýÀ» ¿Ã·Áº¸°Ú½À´Ï´Ù.
 
 "The sizing equations for pressure relief devices in vapor or gas service fall into two general categories depending on whether the flow is critical or subcritical. If the pressure downstream of the nozzle is less than, or equal to, the critical flow pressure, Pcf, then critical flow will occur, and the procedures in 5.6.3 should be applied. If the downstream pressure exceeds the critical flow pressure, Pcf , then subcritical flow will occur, and the procedures in 5.6.4 or 5.6.5 should be applied. See Table 7 for typical critical flow pressure ratio values."
 
¿¡¼­ ºÓÀº»ö ±Û¾¾·Î µÈ the pressure downstream of the nozzle°ú the downstream pressure ÀÇ ¸íÈ®ÇÑ Àǹ̸¦ ¸ð¸£°Ú½À´Ï´Ù. Á¦°¡ ÃßÃøÇϱâ·Î´Â PSVÀÇ OUTLET LINEÀÇ TOTAL BACKPRESSURE¸¦ ÀǹÌÇÏ´Â °Í °°Àºµ¥, BACKPRESSUREµµ SUPER-IMPOSED BACKPRESSURE¿Í BUILT UP BACKPRESSURE°¡ Àֱ⿡ µÑ Áß Çϳª¸¦ ÀǹÌÇÒ ¼öµµ ÀÖ´Ù´Â »ý°¢µµ µé°í, Á¤È®È÷ ¾î¶² °ÍÀ» ÀǹÌÇÏ´Â ´Ü¾îÀÎÁö¸¦ Àß ¸ð¸£°Ú½À´Ï´Ù. ¾Ë°í °è½Å ºÐÀ̳ª ½ºÅ͵ðÇϽŠºÐµéÀÇ °í°ßÀ» ¿©Âã°íÀÚÇÏ¿À´Ï ¸¹Àº °¡¸£Ä§ ºÎŹµå¸³´Ï´Ù!

ÀÓÈ«Àç hanwonclub2   13-02-13 10:38
¾Æ·¡±ÛÀ» °£´ÜÈ÷ ¼öÁ¤ÇÏ¿© ´Ù½Ã ¿Ã·È½À´Ï´Ù.
½ºÅ×Æijë Stefano   13-02-21 19:54
(1) ÀÏ´Ü PSVÀÇ ¾Õ°ú µÚÀÇ ¾Ð·ÂÀ» °¢°¢ P1, P2¶ó°í ÇØµÎ°í ¼³¸íÇÏÁö¿ä.  Vapor ȤÀº Gas´Â ¾Ð·Â¿¡ µû¶ó ºÎÇÇ°¡ ´Ã¾î³ª±â ¶§¹®¿¡ P1¿¡¼­ Èê·¯¿À´ø À¯Ã¼°¡ PSV¸¦ °ÅÄ¡¸é¼­ P2·Î ¾Ð·ÂÀÌ ³·¾ÆÁö¸é À¯¼ÓÀÌ ´Ã¾î³ª  V·Î Èê·¯°¡°Ô µÉ °ÍÀÔ´Ï´Ù. 

Pcf´Â ³ªÁß¿¡ »ý°¢ÇÏ°í ¿ì¼± ÀÌ À¯¼Ó¸¸À» °Å·ÐÇØ º¾½Ã´Ù.  Áï ¸¸ÀÏ V°¡
 
#a) V=Vs, Áï  ±× À¯Ã¼³»ÀÇ À½¼Ó Vs°ú °°¾ÆÁö¸é ¹Ù·Î ±× ¼Óµµ°¡ Critical Flow°¡ µÇ°í 
#b) V<Vs, Áï  À½¼Óº¸´Ù º¸´Ù ³·À¸¸é Sub-critical Flow°¡ µÇÁö¿ä.
#c) V>Vs, ÀÎ °æ¿ì´Â ¾ø½À´Ï´Ù.  (¾ÐÃ༺ À¯Ã¼°¡ À½¼Óº¸´Ù ºü¸£°Ô Èê·¯°¥ ¼ö´Â ¾ø½À´Ï´Ù.  ±âü ºÐÀÚ°¡ Áøµ¿ÇÏ´Â ¼Óµµº¸´Ù´õ ºü¸£°Ô ±âüºÐÀÚ°¡ ÁøÇàÇÏ·Á¸é ¾öû³­ ÀúÇ×À» ¹Þ±â ¶§¹®¿¡ ±×·± Çö»óÀÌ ³ªÅ¸³ª°Ô µÇÁö¿ä) 

(2) À§ÀÇ #a)°¡ µÉ ¶§´Â PSVÀÇ 2Â÷ ÃⱸÃø ¾Ð·ÂÀÌ ³·¾ÆÁö°í ºÎÇÇ°¡ ´Ã¸é¼­ À¯¼ÓÀº Á¡Á¡ »¡¶óÁ® À½¼Ó¿¡ µµ´ÞÇÑ °æ¿ìÀε¥ ÀÌ ¶§ÀÇ ¾Ð·ÂÀÌ ¹Ù·Î PcfÀ϶§ÀÇ ¾Ð·ÂÀÔ´Ï´Ù.  À½¼Ó¿¡ µµ´ÞÇϱ⠶§¹®¿¡ ±× ¶§ÀÇ ¾Ð·ÂÀÌ ¹Ù·Î Critical Downstream Pressure Áï Pcf°¡ µÇ´Â Á¡ÀÔ´Ï´Ù.    ÀÌÁ¦ P2ÀÇ ¾Ð·ÂÀ» Pcf¿Í ¿¬°üÁö¿© À§ÀÇ #a), #b), #c) °æ¿ì¸¦  #1), #2)ÀÇ µÎ°¡Áö °æ¿ì·Î ³ªÅ¸³»º¸¸é

#1) P2 ¡Â Pcf ("If the pressure downstream of the nozzle is less than, or equal to..") ÀÎ °æ¿ì´Â V=Vs¿¡ µµ´ÞÇϱ⠶§¹®¿¡ Critical Flow°¡ ³ªÅ¸³ª´Â Á¡ÀÌ°í

#2) P2>Pcf ("If the downstream Pressure exceeds the.."")°¡ µÇ´Â °æ¿ì¿¡´Â V°¡ Vs¿¡ µµ´ÞÇØ ÀÖÁö ¾Ê¾Æ¼­ Critical Flow ÀÌÇÏ¿¡¼­ÀÇ È帧À̱⠶§¹®¿¡ "Sub-critical Flow"»óÅ·ΠÈ帣´Â Á¡ÀÌ µË¤¤´Ù.  »ç¿ë ¿ë¾î°¡ Á» ³¸¼³¾î¼­ ±×·¸Áö ´ëºÎºÐÀÇ °¡½º³ª Áõ±âÀÇ È帧Àº ¹Ù·Î ÀÌÁ¶°Ç¿¡¼­ Èê·¯°¡°Ô µË´Ï´Ù.

(3) À§ÀÇ °ýÈ£ ¼Ó¿¡ ÀοëÇÑ ºÎºÐÀÌ ¹Ù·Î ÀοëÇÑ ¹®Àå¿¡¼­ ¼³¸íÇÏ´Â ³»¿ëÀÔ´Ï´Ù. 

¸¶Áö¸·À¸·Î Àüü¸¦ ´Ù½Ã °£´ÜÈ÷ Á¤¸®ÇÏ¸é ´ÙÀ½°ú °°½À´Ï´Ù.
 
P2 ¡Â Pcf ÀÎ °æ¿ì V=Vs(**V>Vs´Â µÉ¼ö ¾øÀ½.)°¡ µÇ¾î Critical Flow("À½¼Ó»óÅÂ")À̱⠶§¹®¿¡ ÀýÂ÷5.6.3À» Àû¿ëÇÏ°í
P2 >PcfÀÎ °æ¿ì V<Vs»óÅÂÀ̱⠶§¹®¿¡ Sub-critical("À½¼ÓÀÌÇÏ»óÅÂ")À̹ǷΠÀýÂ÷5.6.4¸¦ Àû¿ëÇØ¾ß ÇÑ´Ù.

(4) PSVÀÇ Ãⱸ´Â ¸ðµÎ Hydraulic Analysis¸¦ ÅëÇÏ¿© PSV°¡ ¹èÃâÇس»´Â À¯·®À» Èê·¯°¡°Ô ÇÒ ¼ö ÀÖ´Â ¹è°ü°æÀÌ¸é µË´Ï´Ù. ÀÌ ¶§ ¹è°ü°æÀ» ±¸Çϱâ À§ÇØ ÇÊ¿äÇÑ °ÍÀÌ Back-Pressure (=Super Imposed Back-pressure + Built-up Back-Pressure)À̱â´Â ÇÏÁö¸¸ ÀοëÇÑ ºÎºÐ°ú´Â °ü·ÃÀÖ´Â °ÍÀº ¾Æ´Õ´Ï´Ù. 

Áú¹®¿¡¼­ ÀοëÇÑ ºÎºÐÀº ´Ü¼øÈ÷ <PSV ³ëÁñÅ©±â¸¦ °áÁ¤Çϱâ À§ÇØ Àû¿ëÇÏ´Â ¹æ¹ýÀ» ¼±ÅÃÇϱâ À§ÇÑ Áöħ>ÀÏ »ÓÀÔ´Ï´Ù.
ÀÓÈ«Àç hanwonclub2   13-02-22 16:05
½ºÅ×Æijë´Ô ¼³¸í °¨»çÇÕ´Ï´Ù. ÀÌÇØ°¡ È®½ÇÇÏ°Ô µÇ¾ú½À´Ï´Ù!

Áï, Pcf´Â ±âüÀÇ ¼Óµµ°¡ À½¼ÓÀÌ³Ä À½¼Ó¹Ì¸¸À̳ĸ¦ ÆÇ´ÜÇϱâ À§ÇÑ ¾Ð·Â±âÁØÀÌ µÇ´Â °ÍÀ̱º¿ä. Á¦°¡ Downstream Pressure¸¦ ³Ê¹« È®´ëÇؼ®ÇÑ °Í °°½À´Ï´Ù.

Á¤¸®Çϸé

(1) P2´Â ³ëÁñÀÇ Downstream Pressure°¡ µÇ´Â °ÍÀÌ°í
(2) ºñ¾ÐÃ༺ ±âü¿¡¼­ ¾Ð·Â°ú ±âü¼ÓµµÀÇ °ü°è¿Í (¾Ð·Â °¨¼Ò => ±âüÀÇ ºÎÇÇÁõ°¡ => ±âüÀÇ ¼Óµµ Áõ°¡)
(3) Pcf À϶§´Â ±âü°¡ À½¼Ó, ±×¸®°í ±âü´Â À½¼ÓÀ» ÃÊ°úÇÒ ¼ö ¾ø´Â »ç½ÇÀ» ÅëÇØ..
(4) P2 ¡Â Pcf ÀÎ °æ¿ì¿Í P2 >PcfÀÎ °æ¿ì¿¡¼­ °¢°¢ Critical Flow¿Í Sub-critical Flow¸¦ ±¸ºÐÇÑ´Ù.
(5) ±×¸®°í Back Pressure´Â PSV ÃⱸÀÇ ¹è°ü°æÀ» ±¸Çϱâ À§ÇØ ÇÊ¿äÇÑ °ÍÀ̸ç À§ÀÇ ³»¿ëÀº ´ÜÁö PSV ³ëÁñ Å©±âÀÇ °áÁ¤¿¡¸¸ °ü¿©ÇÑ´Ù ¶ó´Â ¸»¾¸À̽ñº¿ä.
 
¸íÈ®È÷ ÀÌÇØ°¡ µÇ¾ú½À´Ï´Ù^^
   

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