API 653 Training Course

2y ago
10 Views
2 Downloads
227.83 KB
8 Pages
Last View : 2m ago
Last Download : 2m ago
Upload by : Lilly Kaiser
Transcription

API 653 Training CourseThe API 653 Classes consist of "Pre-Course Home Study" materials and "5 days ofClassroom" instructor lead training. Registration for the API 653 Training Course shouldbe received 4 weeks prior to the start of the classroom portion of the course. Partialpayment ( 400.00) for the course must also be received 4 weeks prior to the start ofcourse.Pre-Course Training modules consist of: Daily structured reading plansKey points that must be mastered from each paragraph/sub-paragraphEnd of chapter questionsFlash cardsTwo weeks of the 4 weeks of "Pre-Course Home Study" focuses on learning the API 653Tank Inspection Code book. The reason for focusing two weeks of home study API 653Code book is because approximately 53% of the API 653 examination comes from theAPI 653 Code book. During the 4 weeks of "Pre-Course Home Study" the student willgain knowledge from API 653, API 571, API 572, API 576, API 577 and ASME SectionV 2011.The classroom training of the API 653 Training Course consists of 5 days of lecture. Theclassroom module includes 5 closed book exams and 4 open book exams.Following is some of the content for the Classroom training: Calculations (Open and/or Closed Book Exam)o Metal Loss (including corrosion averaging)o Corrosion-rateso Remaining Corrosion Allowanceo Remaining Lifeo Inspection Intervalso Next Inspection Joint Efficiencieso Joint typeso Type and extent of radiography performedo Joint efficiency by reading Table 4-2

NOTE: Determining joint efficiency may be part of a minimumthickness or maximum fill height problem since joint efficiency, "E",is used in the formulas for determining required thickness Maximum Fill Height (Hydrostatic testing)o Calculate minimum allowable thickness or maximum fill height in alocalized corroded area.o Calculate minimum allowable thickness or maximum fill height for anentire shell course Weld Sizes for Shell & Roof Openingo Calculate size and spacing of welds for shell openings Hot Tappingo Must be familiar with hot tapping requirementso Calculate the minimum spacing between existing nozzle and new hot tapnozzle Settlement Evaluationo Edge Settlemento Bottom Settlement new tank shello Localized bottom settlement remote from tank shell Number of Settlement Pointso Calculate the number of survey points for determining tank settlement Impact Testingo Determine MDMTo Determine material group number for a plateo Determine if impact testing is requiredo Determine if impact test values are acceptable Minimum Thickness of Existing Tanko Calculate allowable stress “S”o Determine joint efficiency “E”o Determine liquid height “H”o Calculate minimum acceptable thicknesso Calculate required thickness for continued service Minimum Thickness of Reconstructed Tank Shello Determine minimum thicknesso Determine allowable stress “Sd” for design conditiono Determine allowable stress “St” for hydrostatic test condition

o Calculate design shell thickness “td”o Calculate hydrostatic test shell thickness “tt” Corroded Area –Tank Shello Determine minimum thickness “t2”,exclusive of pits for a corroded areao Calculate critical length for a corroded area “L”o Determine average thickness for a corroded area “t1”o Determine minimum thickness “tmin” for corroded area “H” and “E”o Determine if “t1” and “t2” are acceptable Pitting –Tank Shello Calculate maximum acceptable pit deptho Determine maximum length of pits in any 8” vertical length Bottom Plate Minimum Thicknesso Determine if bottom plate is acceptable for continued service, bycalculating Minimum remaining thickness at next inspection (“MRT1” and“MRT2”) Calculating maximum period of operation “O” Replacement Plateso Determine minimum dimensions for replacement plates Lap Welded Patch Plateso Determine minimum thicknesso Determine minimum weld sizeo Determine allowable size of patch plate ASME Section IXo WPS is in compliance with ASME Section VIII and API 510o Review will include one WPS and the Supporting PQRo Determine all required essential and non-essential variables are addressedo Determine if the number and type of mechanical tests are listed on PQRand if results are acceptable Welding procedures could be SMAW, GTAW, GMAW or SAW API 650 Welding Requirementso Typical joints and definitionso Weld sizeso Restrictions on jointso Maximum Allowable Reinforcemento Inspection Requirements

API 653 Welding Requirementso General rules as indicated in Section 11 ASME Section Vo General requirements Scope Rules of use of Section V as a referenced Code Responsibilities of the Owner/User and subcontractors Calibration Definition of Inspection and Examination Record keeping requirementso Article 2 –Radiography Scope General Requirements Rules for; Required marking Type, selection, number and placement of IQI’s Allowable density Control of backscatter Location markers Records Article 6 –Liquid Penetrant Scope General requirements; Procedures Contaminants Techniques Examinations Interpretation Documentation Record Keeping Article 7 –Magnetic Particle Scope General requirements;o Procedureso Techniques (yoke & Prod)o Calibrationo Examinationo Interpretationo Documentation and record keeping Article 23 –Ultrasonic (SE 797only)

o Scopeo General requirementso Specific procedures (par 7) NDE –General requirements of API 650 and API 653o General rules in API 650 (section 8)o General rules in API 653 (section 12) API 571o Be familiar with; Common terms and abbreviations Be able tolocate definitions for following damage mechanisms; Brittle Fracture Mechanical Fatigue Atmospheric Corrosion Corrosion under Insulation (CUI) Microbiological Induced Corrosion (MIC) Soil Corrosion Caustic Corrosion Chloride Stress Corrosion Cracking (Cl-SCC) Caustic Stress Corrosion Cacking (Caustic Embrittlement) Sulfuric Acid Corrosion API 575o Types of tanks coveredo Procedures to perform internal and external inspectiono The types of external and internal inspectionso Procedures to determine suitability for continued serviceo Evaluation change-of-service effects on suitability for continued serviceo Evaluation and general condition of; distortions, flaws, windgirders, stiffeners, welds, and nozzles tank bottoms tank foundations causes of corrosion, leaks, cracks, and mechanical deterioration auxiliary equipment. anchor bolts, pipe connections, ground connections insulation. shells and roofs API 577o Definitionso Welding Inspection

ooooooooooooWelding ProcessesWelding procedureWelding MaterialsWelder qualificationsNon-destructive examinationMetallurgyRefinery and Petrochemical Plant Welding IssuesTerminology and symbolsActions to Address improperly made production weldsWelding procedure reviewGuide to common filler metal selectionExample report of RT results API 653o General inspection practices types of tanks covered applicable inspection tasks for internal and external inspection (e.g.,API Standard 653, Appendix C, Checklists for Tank Inspection). safe working practices thickness and dimensional measurements and tolerances requirements of external and internal inspections frequencies and intervals for external and internal inspection alternatives to the required internal inspection intervals NDE procedures and NDE personnel qualification requirements types of roofs and seals and types of deterioration reasons for inspection and causes of deterioration of storage tanks procedures to check or test storage tanks for leaks tools and equipment for tank inspection failure assessment and deterioration of auxiliary equipment suitability for continued service. change-of-service effects on suitability for continued service evaluation of tank bottom conditions evaluate tank foundation conditions risk of failure due to brittle fracture evaluate the causes of corrosion, leaks, cracks, and mechanicaldeterioration. evaluate the condition of anchor bolts, pipe connections, groundconnections, and insulationo Calculations; actual and minimum required thickness for shell plates maximum allowable fill height required thickness for hydrotesting and for elevated tem

peratures evaluation of corroded areas and pits on shell platest min, corrosionrate, inspection interval and remaining corrosion allowance distortions, flaws, welds, and nozzles. minimum thickness for tank bottoms and annular plate rings andshell rings evaluate the effects of tank bottom settlement and acceptable limits evaluate the condition of tank shells and roofs. weld size at roof-to-shell and bottom-to-shell junctions per designrequirementso Requirements for performing repairs/alterations; definitions of repairs and alterations repairs to foundations, shell plates, welds, tank bottoms, nozzles &penetrations, roofs, seals, knowledge of the repair/alteration material and toughnessrequirements use of unidentified materials for repairs/alterations hot tap requirements and procedures inspection and NDE requirements for repairs and alterations hydrostatic and leak testing requirements lap welded patch plates (API-653, 9-3) new bottoms supported by grillage API-650, Appendix I, Excludingcalculations)o Requirements for recording inspection data for inspection, repairs andalterations; nameplate requirements record-keeping requirements reports for inspection, repair and alterations API 651 (sections 1, 2, 3, 4, 5, 6, 8 and 11)o Understanding of; Corrosion of above ground Steel Storage Tanks Determination of need for Cathodic Protection Methods of Cathodic Protection for corrosion control Operation and Maintenance of Cathodic protection systems API 652o Understanding of; considerations for recommending tank bottom linings causes of tank bottom lining failures types of tank bottom lining materials

surface preparation requirements for the installation of tank bottomlinings issues affecting the application of a tank bottom liningDocuments Required for CLASSROOMEach participant must bring the following electronic code books (pdf files) to theclassroom: ASME Section V (2013 Edition)ASME Section VIII Div 1, (2013 EditionASME Section IX, (2013 Edition)API 650 (2014 Edition)API 571 (2011 Edition)API 575 (2014 Edition)API 577 (2013 Edition)API 651 (Jan 2014 edition)API 652 (2014 edition)API 653 (2014 edition)Code books can be purchased from either www.global.ihs.com or www.techstreet.comInstructions for getting the books from www.global.ihs.com is as follows: Click on "Training & Certification", Then click on "API ICP Certification Exam Packages", Then scroll down until you see the API exam you are interested in (i.e. “API Cert570 Program SEPT” or “API Cert 570 Program DEC”)Instructions for getting the books from www.techstreet.com is as follows; Click on "Shop by Publisher" Click on "API Certification Exam Packs" Scroll down until you see the API exam pack you are interested in (i.e "API ICP570 Exam Pack”

570 Program SEPT” or “API Cert 570 Program DEC”) Instructions for getting the books from www.techstreet.com is as follows; Click on "Shop by Publisher" Click on "API Certification Exam Packs" Scroll down until you see the API exam pack you are interested in

Related Documents:

API 653 only applies to tanks that have been built and placed in service (see 1.1.1). Therefore, the tank will need to comply with all of the requirements of API 650. 1.5 2nd - Dec. 1995 653-I-04/99 Does API 653 require contractors performing repairs to have a API 653 certified inspector employed with them, and if so, where can this be found in

5.5 API 653: inspection intervals: practice questions 77 Chapter 6: Evaluation of Corroded Tanks 6.1 Introduction 80 6.2 The contents of API 653 section 4: suitability for service 83 6.3 Tank roof evaluation 83 6.4 Shell evaluation 85 6.5 API 653 (4.4): tank bottom evaluation 98 6.6 Foundation evaluation: API 653 (4.5) 105 6.7 Bottom settlement .

The ARINC 653 standard ARINC 653 Specification First Published Jan 1997 ARINC 653 Supplement 1 Oct 2003 – Provided refinement and clarification to the 1997 standard ARINC 653 Part 1 (Required Services) Supplement 2 Mar 2006 – ARINC 653 partition management – Cold s

(API-653, Paragraph 9.14) b) The inspector should be able to calculate the minimum spacing between an existing nozzle and a new hot tap nozzle. (API-653 Paragraph 9.14.3) 6. SETTLEMENT EVALUATION The Inspector should be able to calculate the maximum allowed settlement for the following: a) Edge Settlement (API-653 Annex B.2.3, fig. B-5)

API 575 Study Guide API 653 Cert Prep MSTS 1 Sept 2021 This Study Guide has questions to help you learn the content of API RP-575, Inspection of Atmospheric and Low-Pressure Storage Tanks (4th Edition-2020). On the API 653 exam, there are about 8-12 questions from this document. We do NOT spend time in class discussing this publication. Why?

api 20 e rapid 20e api 20 ne api campy api nh api staph api 20 strep api coryne api listeriaapi 20 c aux api 20 a rapid id 32 a api 50 ch api 50 chb/e 50 chl reagents to be ordered. strips ref microorganisms suspension inoculum transfer medium i

Latest API exams,latest API-571 dumps,API-571 pdf,API-571 vce,API-571 dumps,API-571 exam questions,API-571 new questions,API-571 actual tests,API-571 practice tests,API-571 real exam questions Created Date

El contenido será el descrito en el API 653 BOK (body of knowledge, hoja efectiva 2020) para las siguientes normas: API 653, 1ra adenda, 2018: Inspección, . instructor como API trainer cer ficado API 570 / 653 / 11