Nyob rau hauv dab tsi tshwj xeeb sib xyaw ntawm pH thiab dawb chlorine puas 316L rhaub Sheath nyob rau hauv 1,000 ppm Chloride Dej ntawm 50℃Hloov los ntawm Pitting Resistance rau Rapid Perforation nyob rau hauv 2 xyoos
Tso lus
Qhov Kev Pab Cuam Cuam Tshuam Sov Cov Tshuaj tua kab mob Accelerated Pitting Limit
For 316L stainless steel sheathed electric heating tubes used in warm (50°C) chloride-containing water with residual chlorine disinfection-such as municipal hot water return lines, treated industrial effluents, or swimming pool heat exchangers-the combination of free chlorine (HOCl/OCl⁻) and pH dramatically accelerates pitting compared to chloride alone. At 50°C, 1000 ppm chloride is typically in the passive range for 316L (no pitting expected for >10 years). Free chlorine additions of 1-3 ppm, however, alter the pitting potential to more negative values and at pH values below 7.0 (where HOCl is the dominant species), pitting can commence within 6-12 months and perforate a 1.5 mm wall within 2 years. The crucial combination for 2-year perforation is: free chlorine >1.5 ppm thiab pH<7.0 at 50 °C. OCl- is less aggressive - even 3 ppm free chlorine at pH >8.0 is tolerated. Pitting occurs 1-3 years at pH 7.0-7.5 and chlorine >2ppm ua. Tsab xov xwm kwv yees pH-chlorine- lub sij hawm perforation txuas rau 316L sheaths hauv dej sov chloride.
Chlorine-Induced Acceleration of Pitting Mechanism
Dawb chlorine nyob rau hauv dej yog tam sim no raws li hypochlorous acid (HOCl) ntawm pH<7.5 and hypochlorite ion (OCl^-) at pH >7.5. HOCl yog ib qho muaj zog thiab muaj zog oxidant rau stainless hlau passive films. Lub 316L nto nyob rau hauv rhuab chloride dej nyob rau hauv lub zos tsis muaj zog los ntawm chloride adsorption ntawm passive zaj duab xis. Qhov sib ntxiv ntawm cov tshuaj chlorine ua rau cov tshuaj tiv thaiv cathodic tseem ceeb (HOCl + 2H + 2e → Cl + HO), uas thawb lub peev xwm corrosion (qhib Circuit Court muaj peev xwm, OCP) kom siab dua (ntau dua) qhov tseem ceeb. Cov pits ruaj khov yog pib thaum OCP siab dua pitting peev xwm (Epit). Lub Epit ntawm 316L hauv 1000 ppm Cl- yog hais txog +200 rau +300 mV tiv thaiv Ag/AgCl ntawm 50℃. Chlorine nce OCP los ntawm -50 mus rau +150 mV rau +250 rau +400 mV nyob ntawm qhov concentration thiab pH. Hauv pH<7.0 the OCP can be higher than Epit and spontaneous pitting occurs.
Quantified pH-Chlorine-Perforation Lub Sijhawm ntawm 50ºC, 1000 ppm Cl-
Kev ntsuas kev ntsuas dej tau txiav txim siab lub sijhawm rau pitting pib thiab perforation ntawm 316L (electropolished, Ra{1}} µm) hauv 1,000 ppm Cl- dej ntawm 50℃nrog sib txawv dawb chlorine thiab pH.
Dawb Chlorine (ppm as Cl₂) pH (ntawm 50 degree) Dominant Species OCP (mV vs. Ag/AgCl) Epit (mV vs. Ag/AgCl) Pitting Initiation Lub Sijhawm (hli) Lub Sijhawm rau Perforation (1.5 hli phab ntsa, hli) Tag nrho 2-Year Perforation Risk Pom Zoo rau 5 Kev Pabcuam<0.1 6.5-8.0 None -50 to +50 +200 to +300 >60 >120 None Yes 0.5 7.5-8.0 OCl⁻ +50 to +100 +220 to +300 >48 >96 Tsis muaj Yog 0.5 6.5-7.0 Mixed +100 rau +150 +210 rau +280 36-48 72-96 Tsawg Yog 1.0 7.5-8.0 OCl⁻ +80 rau +130 +210 rau +280 36-60 72-120 Tsawg Yog 1.0 7.0-7.5 Mixed +120 rau +180 +200 rau +260 24-36 48-72 Nruab Nrab Txais
1.0 6.5-7.0 HOCl tseem ceeb +160 rau +220 +190 rau +250 12-24 24-48 Siab Marginal 1.5 7.5-8.5 OCl- +100 rau +160 +200 mus rau +270 30-48 60-96 Tsawg-Moderate Txais tau 1.5 7.0-7.5 Mixed +150 rau +220 +180 rau +250 12-24 24-48 Tsis pom zoo
1.5 6.5-7.0 HOCl +200 rau +280 +170 rau +230 6-12 12-24 Hnyav Tsis muaj 2.0 7.5-8.5 OCl - +120 rau +190 +190 rau +260 24-36 48-72 Nruab Nrab Txais nrog kev saib xyuas 2.0 7.0-7.5 Mixed +190 rau +260 +170 rau +230 8-16 16-32 Siab tsis pom zoo {{12} {1} HO} +210 3-6 6-12 Severe No 3.0 7.5-8.5 OCl - +150 rau +230 +180 rau +250 18-30 36-60 Nruab Nrab Marginal 3.0 7.0-7.5 Mixed +230 rau +320 +160 rau +220 5-10 10-20 Siab-Severe No3.0} Any HOCl/OCl> {{26}<3 <6 Very severe No
Qhov ntsuas kub nyob ntawm qhov ntsuas kub
Kev kub siab txo qis qhov tseem ceeb chlorine concentration rau pitting.
Kub (degree) pH 7.5 (OCl- dominated) pH 7.0 (mixed) Qhov siab tshaj plaws chlorine rau 5-xyoo lub neej ntawm pH 7.5 (ppm)Max Chlorine rau 5 Xyoo Lub Neej ntawm pH 7.0 (ppm) 30 1.5 1.0 2.5 1.5 40 1.5 1.0 2.2 1.2 50 1.0-1.5 0.8-1.0 1.5-2.0 1.0 60 1.0 0.5-0.8 1.2 0.8 70 0.5-0.8 0.3-0.5 1.0 0.5
Cov lus pom zoo rau Sov Chloride-Chlorine Service
Cov pH thiab cov tshuaj chlorine hauv qab no yog siv rau 316L sheathed heaters hauv 50℃dej nrog 1,000 ppm chloride thiab dawb chlorine residual.
Kev Pabcuam Hom pH Range Max Dawb Chlorine (ppm) Lub Hwj Chim Lub Neej (yr) Pom Zoo Ua Haujlwm
Cov dej kub hauv nroog (pH ruaj khov) 7.5-8.5 1.5 5-8 Txais
Municipal (pH 7.0-7.5) 7.0-7.5 1.0 5-8 Txais
Municipal (pH 7.0-7.5) 7.0-7.5 1.5-2.0 2-4 Tsis pom zoo
Lub pas dej da dej (pH 7.2-7.8) 7.2-7.8 1.0-1.5 3-5 Marginal (monitor)
Muaj cua txias (pH 6.5-7.5) 6.5-7.5 0.5 5-10 Yuav tsum tswj pH
Txhua yam nrog pH<7.0 <7.0 <0.5 5-10 Increase pH or dechlorinate
Any >8.5 >8.5 <3.0 5-8 Acceptable (scale risk)
Field Pitting Corrosion Accelerated los ntawm chlorine
Pitting of a 316L heater in heated chloride water (500–1,500 ppm Cl-) with chlorine residual is normally characterised by small (0.2–1.0 mm diameter), numerous (10–50 pits per cm2) and uniformly distributed pits. The pits are frequently rimmed by a bright cathodic ring with a dark brown or black center (manganese oxide from breakdown of inclusions). Water chemistry records will indicate free chlorine >1-2 ppm thiab pH<7.0-7.5. The fix is to elevate pH to 7.5-8.5 with sodium hydroxide, remove chlorine to 1 ppm or upgrade to titanium or Alloy 625.
Xaus: pH thiab chlorine tswj kom tiv thaiv kom nrawm nrawm
Free chlorine at >1-1.5 ppm ntawm pH<7.0-7.5 produces pitting commencement in 6-12 months and perforation in 2 years for 316L stainless steel heater sheaths in 50°C water with 1,000 ppm chloride. At pH >7.5-8.0, 2-3 ppm chlorine can be tolerated, because OCl- is less aggressive. Engineers specifying 316L sheaths for warm chlorinated systems must maintain pH >7.5 (zoo tagnrho 7.8-8.2) thiab dawb chlorine<1.5 ppm for 5 years life. If chlorine >2 ppm los yog pH<7.0 cannot be avoided duplex 2205 or titanium upgrade is necessary. The methodology given here relates pH, free chlorine concentration and pitting perforation time at 50°C in 1,000 ppm chloride and allows buyers to define water treatment schemes that prevent disinfectant-accelerated pitting failure.








