High-Performance Alloys for Resistance to Aqueous Corrosion
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Aero-Flex Corporation 3147 Jupiter Park Circle Suite 2 Jupiter, Florida 33458 (561) 745-2534
Aero-Flex Corporation 3147 Jupiter Park Circle Suite 2 Jupiter, Florida 33458 (561) 745-2534 QUALITY WITHOUT QUESTION Flexible Metal Hose Assemblies Corrugated Metal Hoses that we offer: Hose Master Hoses OmegaFlex Hoses Penflex Hoses ANNUFLEX 700 Series Abrasion Resistant Tubular Braid for 1SBX Braid for 700 Series Hose Annuflex 700 Series Series 300 Hose- Stainless Steel Bronze Braid T304 Bronzeflex 1100 Series Monel Braid Bronze Tubular Braid for Series 400 ChemKing™ Hose Series 400 Stainless Steel Hose Monel Tubular Braid for Series 500 Series 600 Stainless Steel Braid ChlorSafe™ Hose Series 600 Stainless Steel Hose Series 100 - Helical, Stainless Steel, Series 700 Stainless Steel and Extraflex 9000 Series Standard Pitch Hose Compressed Hose Formaflex 900 Series Series 300 - Annular, Stainless Steel, Series 740 Monel Hose Standard Pitch Hose Series 794 Bronze Hose Hydraflex 9400 Series Series 400 - Annular, Bronze, Standard Pitch Hose Series 800 High Pressure Braid Interflex Series 800 Stainless Steel Hose Series 500 - Annular, Monel, Standard Pitch Hose Series 900 High Pressure Braid Masterflex 500 Series Series 900 Stainless Steel Hose Series 800 - Annular, Stainless Steel, Pressureflex HP High Pressure Hose and Braid Series P3 Stainless Steel Braid PressureMax HP Series P3 Stainless Steel Hose Tubular Braid for Series 100 Hose - Stainless Steel T304, T321 and T316 Stainless Steel Braid for Series Tar and Asphalt 400 Helical Hose Tubular Braid for Series 300 Stainless Steel Standard Braid for Ultraflex Braided Braid for Series 300 Series 700 Hose 1/4 - 12 inch 304, 316, & 321 Stainless Steel Single or Double Braid Why Flex Hose? It is comparatively light weight, temperature resistance, has great pressure retention, and allows for variance in fit up and alignment. -
Environmental Quality: in Situ Air Sparging
EM 200-1-19 31 December 2013 Environmental Quality IN-SITU AIR SPARGING ENGINEER MANUAL AVAILABILITY Electronic copies of this and other U.S. Army Corps of Engineers (USACE) publications are available on the Internet at http://www.publications.usace.army.mil/ This site is the only repository for all official USACE regulations, circulars, manuals, and other documents originating from HQUSACE. Publications are provided in portable document format (PDF). This document is intended solely as guidance. The statutory provisions and promulgated regulations described in this document contain legally binding requirements. This document is not a legally enforceable regulation itself, nor does it alter or substitute for those legal provisions and regulations it describes. Thus, it does not impose any legally binding requirements. This guidance does not confer legal rights or impose legal obligations upon any member of the public. While every effort has been made to ensure the accuracy of the discussion in this document, the obligations of the regulated community are determined by statutes, regulations, or other legally binding requirements. In the event of a conflict between the discussion in this document and any applicable statute or regulation, this document would not be controlling. This document may not apply to a particular situation based upon site- specific circumstances. USACE retains the discretion to adopt approaches on a case-by-case basis that differ from those described in this guidance where appropriate and legally consistent. This document may be revised periodically without public notice. DEPARTMENT OF THE ARMY EM 200-1-19 U.S. Army Corps of Engineers CEMP-CE Washington, D.C. -
Eutrophic Lakes
INTEGRATED POND & LAKE MANAGEMENT Otterbine Aerators, Water Aeration Systems Industry Leader “We Treat Your Water Right” INTRODUCTION Aging Process of Lakes Causes of Water Quality Problems Water Chemistry Effects of Poor Water Quality Costs of Not Acting Preventive Practices Aeration Summary WATER QUALITY MANAGEMENT Water quality is a critical factor in the successful management of any property. WATER QUALITY VARIES Water quality varies at each location Recent studies from the US EPA indicates consistent measures in first world countries. National Lakes (Water Quality) 44% of all 23% Good lakes rank 56% 21% Fair fair or poor Poor in water quality MAN MADE LAKES FARED WORSE Almost 60% of Man Made Lakes (Water Quality) man made lakes 30% are rated poor 41% Good or fair Fair 29% Poor Target man made lakes when developing water quality management plans IDENTIFY THE CAUSES Every lake is a unique ecosystem If you can identify the causes, you can implement a solution Focus on environmental balance OLIGOTROPHIC LAKES Oligotrophic lakes are biologically “new” lakes These lakes have very low levels of nutrients, usually less than .001mg\l of phosphorus These lakes have little or no algae and macrophyte growth. MESOTROPHIC LAKES Mesotrophic lakes tend to have intermediate levels of nutrients, phosphorus in the range of 0.1mg/l range and could be considered middle age lakes. These lakes have higher levels of phosphorus and experience some algae and weed problems. EUTROPHIC LAKES Eutrophic lakes are older lakes characterized by high turbidity, nutrient levels, algae and macrophyte populations. Phosphorus levels can be in the range of 1mg/l. -
Elemental Fluorine Product Information (Pdf)
Elemental Fluorine Contents 1 Introduction ............................................................................................................... 4 2.1 Technical Application of Fluorine ............................................................................. 5 2.2 Electronic Application of Fluorine ........................................................................... 7 2.3 Fluorine On-Site Plant ............................................................................................ 8 3 Specifications ............................................................................................................ 9 4 Safety ...................................................................................................................... 10 4.1 Maintenance of the F2 system .............................................................................. 12 4.2 First Aid ................................................................................................................ 13 5.1 Chemical Properties ............................................................................................. 14 5.2 Physical Data ....................................................................................................... 15 6 Toxicity .................................................................................................................... 18 7 Shipping and Transport ........................................................................................... 20 8 Environment ........................................................................................................... -
Semi-Intensive Aeration System Design for Rural Tilapia Ponds
Oregon State University Semi-Intensive Aeration System Design for Rural Tilapia Ponds Final Report March 14, 2016 BEE 470 Senior Design II Drs. Ganti and Selker Table of Contents Executive Summary .......................................................................................................................2 1. Introduction ................................................................................................................................3 2. Problem Statement.....................................................................................................................3 3. System Overview ........................................................................................................................3 4. Design Process ............................................................................................................................4 5. Charge Controller Overview ....................................................................................................4 6. Battery Overview .......................................................................................................................5 7. Pump Overview ..........................................................................................................................6 8. Aerator Alternatives ..................................................................................................................9 9. Diffuser Overview ....................................................................................................................10 -
Nitrogen Compounds at Mines and Quarries I 226
VTT TECHNOLOGY NOL CH OG E Y T • • R E E C S N E E A Nitrogen compounds at mines and quarries I 226 R C 226 C Sources, behaviour and removal from mine and quarry S H • S H N waters – Literature study I G O I H S L I I V G • H S T Nitrogen compounds at mines and quarries Nitrogen compounds at mines and quarries ISBN 978-951-38-8320-1 (URL: http://www.vttresearch.com/impact/publications) ISSN-L 2242-1211 ISSN 2242-122X (Online) Sources, behaviour and removal from mine and quarry waters – Literature study VTT TECHNOLOGY 226 Nitrogen compounds at mines and quarries Sources, behaviour and removal from mine and quarry waters – Literature study Johannes Jermakka, Laura Wendling, Elina Sohlberg, Hanna Heinonen, Elina Merta, Jutta Laine-Ylijoki, Tommi Kaartinen & Ulla-Maija Mroueh VTT Technical Research Centre of Finland Ltd ISBN 978-951-38-8320-1 (URL: http://www.vttresearch.com/impact/publications) VTT Technology 226 ISSN-L 2242-1211 ISSN 2242-122X (Online) Copyright © VTT 2015 JULKAISIJA – UTGIVARE – PUBLISHER Teknologian tutkimuskeskus VTT Oy PL 1000 (Tekniikantie 4 A, Espoo) 02044 VTT Puh. 020 722 111, faksi 020 722 7001 Teknologiska forskningscentralen VTT Ab PB 1000 (Teknikvägen 4 A, Esbo) FI-02044 VTT Tfn +358 20 722 111, telefax +358 20 722 7001 VTT Technical Research Centre of Finland Ltd P.O. Box 1000 (Tekniikantie 4 A, Espoo) FI-02044 VTT, Finland Tel. +358 20 722 111, fax +358 20 722 7001 Cover image: Johannes Jermakka, VTT Abstract Nitrogen compounds at mines and quarries Sources, behaviour and removal from mine and quarry waters – Literature study Authors: Johannes Jermakka, Laura Wendling, Elina Sohlberg, Hanna Heinonen, Elina Merta, Jutta Laine-Ylijoki, Tommi Kaartinen and Ulla-Maija Mroueh Keywords: ammonia, nitrate, mine wastewater, treatment technology, nitrogen recovery, nitrogen sources, explosives Mining wastewaters can contain nitrogen from incomplete detonation of nitrogen rich explosives and from nitrogen containing chemicals used in enrichment pro- cesses. -
Corrosion Resistance of Nickel and Nickel- Containing Alloys in Caustic Soda and Other Alkalies (Ceb-2)
CORROSION RESISTANCE OF NICKEL AND NICKEL- CONTAINING ALLOYS IN CAUSTIC SODA AND OTHER ALKALIES (CEB-2) A PRACTICAL GUIDE TO THE USE OF NICKEL-CONTAINING ALLOYS NO 281 Distributed by Produced by NICKEL INCO INSTITUTE CORROSION RESISTANCE OF NICKEL AND NICKEL-CONTAINING ALLOYS IN CAUSTIC SODA AND OTHER ALKALIES (CEB-2) A PRACTICAL GUIDE TO THE USE OF NICKEL-CONTAINING ALLOYS NO 281 Originally, this handbook was published in 1973 by INCO, The International Nickel Company, Inc. Today this company is part of Vale S.A. The Nickel Institute republished the handbook in 2020. Despite the age of this publication the information herein is considered to be generally valid. Material presented in the handbook has been prepared for the general information of the reader and should not be used or relied on for specific applications without first securing competent advice. The Nickel Institute, the American Iron and Steel Institute, their members, staff and consultants do not represent or warrant its suitability for any general or specific use and assume no liability or responsibility of any kind in connection with the information herein. Nickel Institute [email protected] www.nickelinstitute.org Table of Contents Page PART I. INTRODUCTION 3 PART II. CORROSION BY CAUSTIC SODA........................... 4 A. Nickel .................................... _ . 4 1. Effect of Concentration, Temperature and Carbon Content ...... _ . 4 2. Effect of Velocity ............... _ ... __ ..................... _ 6 3. Effect of Aeration .•......................................... 6 4. Effect of System Thermal Gradients .............................. 7 5. Effect of Impurities .,. _................. _ ............ _ . 7 6. Effect of Stress ............................................. 8 7. Effect of Dissimilar Metal Contact .. _ ...... _ ..... -
Stainless Steel Selection Guide
TAContentsBLE OF Discovery of Stainless Steel . .page 2 What is Stainless Steel . .page 3 Stainless Steel Classifications . .page 4 • Austenitic . .page 4 • Ferritic . .page 5 • Duplex . .page 5 • Martensitic . .page 6 • Precipitation Hardening . .page 6 Nickel Based Alloys . .page 7 Strength & Heat Treatment . .page 7 The Basics of Corrosion . .page 8 • General or Uniform Corrosion . .page 9 • Galvanic Corrosion . .page 11 • Pitting Corrosion . .page 11 • Crevice Corrosion . .page 13 • Intergranular Corrosion . .page 14 • Stress Corrosion Cracking . .page 15 • Microbiologically Influence Corrosion . .page 17 Welding Stainless Steel . .page 18 Alloy Selection . .page 22 Wrought Stainless Steel Composition . .page 24 Wrought Nickel Alloy Composition . .page 25 Stainless Steel and Nickel Alloy Filler Metal . .page 26 PR“It’sEF stainlessAC steel,E it shouldn’t rust” This is often the kind of statements heard from individuals when discussing a failure of process piping or equipment. This is also an indication of how little is actually understood about stainless steel and the applications where it is used. For years the food, beverage and pharmaceutical industries have used stainless steels in their process piping systems. Most of the time stainless steel components provide satisfactory results. Occasionally a catastrophic failure will occur. The purpose of the information contained within this document is to bring an understanding to stainless steel, it’s uses, and why it will fail under certain conditions. In the following pages we will discuss the different classes of stainless steel, heat treatment, corrosion, welding, and finally material selection. As with any failure, it is imperative the cause of the failure be identified before a proper fix can be recognized. -
United States Patent Office Patented Sept
/ w 3,466,192 United States Patent Office Patented Sept. 9, 1969 1. 2 Typical examples of aqueous oxidizing acid system 3,466,192 CORROSION PREVENTION PROCESS which contain an agent from the class consisting of nitrate George S. Gardner, Elkins Park, Pa., assignor to Amchem ion, ferric ion and hydrogen peroxide, and which are - Products, Inc., Ambler, Pa., a corporation of Delaware suitable for use in accordance with the process of this No Drawing. Filed Jan. 23, 1967, Ser. No. 610,788 invention include: Int, Cl, B08b. 17/00 Nitric acid. - ". U.S. C. 134-3 4 Claims Nitric acid-hydrochloric acid. itric acid--sulfuric acid. Nitric acid, sulfuric acid--ferric sulfate. ABSTRACT OF THE DISCLOSURE 10 Nitric acid--hydrofluoric acid. Oxidizing acid attack on basis metal surfaces is re Hydrochloric acid--ferric chloride. duced by use of an oxidizing acid solution containing Hydrochloric acid, ferric chloride--citric acid. nitrate, ferric ion or hydrogen peroxide along with solu Sulfuric acid--ferric sulfate. ble methylol thiourea compounds in the acid solution. Acetic acid--ferric nitrate. Copper ion is added to enhance corrosion prevention by 15 Glycolic and formic acids--ferric nitrate. the acid solutions. Hydrogen peroxide and hydrofluoric acid. Hydrogen peroxide, hydrochloric acid and acetic or nitric acids. The present invention relates to a method of inhibiting the corrosion of metal surfaces and more particularly is 20 The concentration of the respective components in each concerned with the utilization of inhibited oxidizing acid of these examples of oxidizing acid systems will vary systems for treating metal surfaces. depending upon the type of metal being treated and the It is known in the art that oxidizing acid systems, temperature of treatment as is well known to those skilled while capable of producing the desired treatment of metal in the art of pickling and cleaning of metal surfaces. -
Intergranular Corrosion (IGC)
Intergranular Corrosion (IGC) Example: Weld Decay When stainless steel (SS) is Microstructure of metals and alloys is made up of grains (separa ted by heated to about 650 0C, Cr C grain boundaries) 23 6 carbides form at the GB and the metal is said to be “sensitised ” Intergranular corrosion is a localized attack along the grain bo undaries, or immediately adjacent to grain boundaries, while the bulk of t he Cr -rich GB precipitates lead to a grains remain largely unaffected local depletion of Cr immediately Cr C adjacent to these precipitates, IGC is associated: 23 6 leaving these areas vulnerable to 1. With chemical segregation effects (impurities segregate at grain corrosive attack in certain boundaries) electrolytes. 2. Precipitate of compounds (e.g; carbides) at grain boundaries If the Cr concentration falls low IGC then occurs at the GB phase that has lost an element necessa ry enough (<9%), SS will no longer for adequate corrosion resistance: the GB becomes more anodic remain passive and corrosion relative to the rest of the metal surface (which is cathodic). occurs. Sensitisation of SS “Sensitisation ” of stainless Prevention of weld decay: steels is also common in the heat affected zone (HAZ) during welding and the resultant 1. Use low carbon content grade stainless steel, e.g: 316L, 304L ~ corrosion is known as “weld 0.03 wt%, so carbide formation is minimal. IGC in HAZ of SS decay ” 2. Use a stabilised grade of SS, which contain strong carbide -forming Many Al base alloys are elements such as Nb or Ti susceptible to IGC if phases present at GB ’s are anodic to Al 3. -
Intergranular Corrosion of Extruded Alloy AA6005 and AA6082
Proceedings of the 9th International Conference on Aluminium Alloys (2004) 818 Edited by J.F. Nie, A.J. Morton and B.C. Muddle © Institute of Materials Engineering Australasia Ltd Intergranular Corrosion of Extruded AA6000-Series Model Alloys G. Svenningsen1, M. Hurlen Larsen1, J-E. Lein2, J-H. Nordlien3, K. Nisancioglu1 1 Department of Materials Technology, NTNU, NO-7491 Trondheim, Norway 2 SINTEF Materials Technology, NO-7465 Trondheim, Norway 3 Hydro Aluminium, R&D Materials Technology, NO-4265 Håvik, Norway Keywords: AlMgSi alloys, intergranular corrosion, Q-phase Abstract Susceptibility to intergranular corrosion (IGC) of 6000-series model alloys extruded in the laboratory was investigated as a function of Cu content, cooling rate after extrusion and artificial aging. One alloy type contained about 0.6 wt% each of Mg and Si with varying Cu content. The second type was a Cu-free alloy with higher Si content (ca. 1%). Extrusions with low Cu content (≤ 0.02 wt%) were resistant to localised corrosion, while those with high Cu content (0.17 wt%) could become susceptible to IGC. FE-SEM investigation revealed large grain boundary precipitates on air cooled samples. These precipitates were Mg2Si and Q-phase (Al5Cu2Mg8Si6) in the samples susceptible to IGC. Only Mg2Si was present in the corrosion-resistant samples. IGC susceptibility was attributed to the microgalvanic coupling between the noble Q-phase particles and the adjacent depleted zone. IGC can be prevented by proper heat treatment. 1. Introduction IGC is the result of microgalvanic processes along grain boundaries [1,2]. Galvanic coupling between the grain boundary particles and the matrix, grain boundary particles and the adjacent depleted zone, or between matrix and the depleted zone may result in preferential corrosion along the grain boundary. -
Research a He Edge of Sp Ce Contents I Mission and Accomplishmen Ts
https://ntrs.nasa.gov/search.jsp?R=19640004493 2020-03-11T17:07:03+00:00Z RESEARCH A HE EDGE OF SP CE CONTENTS I MISSION AND ACCOMPLISHMEN TS . .. 1 II EARLIER RESEARCH AIRCRAFT ................. 5 III CONCEPT, HISTORY, AND TECH NICAL CONSIDERATIONS ... 11 IV THE X-15 FLIGH T PROGRAM ................. _ 19 V FUTURE ......... ................... _ 31 ~O';).,IOOO Q. ~ !y f) S 1+) tJ~'(j 1;"v -' ~,I!.-. RESEARCH AT THE EDGE OF SPACE I (/1 5 E F_ '!) CPO ' ~ () I 3 D -1: 1 For sale by the Superintendpnt of Documents, U.S. Government Printing Office 1. ~ ~ : ashington, D.C ., 20402- PriceToCeiits -.-, NASA Ep·9 - - ------- -.--------~~- ~--- .- - -- MISSION AND ACCOMPLISHMENTS , l_ - .-- -- ------ ---- - - I In the fall of 1963, the X-IS completed a series of dental to the goals of the program. The real mis flights at speeds and altitudes never before attained sion of the X-IS is a quest for knowledge. In carry by any vehicle fully controlled by a pilot from launch ing out this mission, the X-IS has made a number to landing on the ground. In the process of making of substantial contributions to the advancement of almost 100 successful flights, it had essentially aerospace science. completed its original program of fli ght research Although primarily an aeronautical vehicle with and had begun to carry out additional aerospace wings and aerodynamic controls, the aircraft travels experiments. well beyond the effective atmosphere on most of its From conception through the phases of design, flights_ At extreme altitudes, the pilot controls the construction, test, and operation, it had rounded out X-IS by reaction jets, like a spacecraft; he is some 11 years of exploring a variety of technological weightless for brief periods, and the research plane and scientific problems.