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Picture for 00588 STAINLESS STEELS IN CHLORINE DIOXIDE
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00588 STAINLESS STEELS IN CHLORINE DIOXIDE ENVIRONMENTS - PREDICTING THE POSSIBILITY OF PITTING

Product Number: 51300-00588-SG
ISBN: 00588 2000 CP
Author: Tero J. Hakkarainen
Publication Date: 2000
$20.00

Dependencies of the possibility of pitting on temperature and the chloride and sulfate contents of the environment were determined for stainless steels UNS S31726 and UNS S31254 using laboratory experiments with a strongly oxidizing chlorine dioxide environment.
Picture for Failure of Light Naphtha Discharge Pump in a 2-Stage Overhead System of Condensate Splitting Unit
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51318-10871-Failure of Light Naphtha Discharge Pump in a 2-Stage Overhead System of Condensate Splitting Unit

Product Number: 51318-10871-SG
Author: Gyutae Park / Jinseok Seo / Majid Abbasi / Yunjo Ro
Publication Date: 2018
$20.00

Recently, a light naphtha discharge pump (made of UNS J91150 casing and impeller) malfunctioned, which caused severe damage to the impeller. Details of the failure analysis will be presented and discussed.
Picture for Crevice Crrosion of Copper as an Engineering Barrier of High-level Radioactive Waste Containers
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Crevice Crrosion of Copper as an Engineering Barrier of High-level Radioactive Waste Containers

Product Number: 51317--9162-SG
ISBN: 9162 2017 CP
Author: Maite Ochoa
Publication Date: 2017
$20.00

This work is aimed at determining the viability of oxygen-free copper as an engineering barrier of high-level radioactive waste containers.
Development of Che mical Deficiencies in PostTension Grout Materials
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Development Of Deficient Grout And Corrosion In Post-Tensioned Tendons Due To Water And Solute Transport

Product Number: 51322-17986-SG
Author: Rutambara Sonawane, Samanbar Permeh, Kingsley Lau
Publication Date: 2022
$20.00

Bridge construction utilizing post-tensioned (PT) tendon systems have become increasingly popular. 1-2 PT construction allows engineers greater options for the design of highway bridges and provides efficient structures with advantages in construction, economy, and serviceability. In bonded post stresses to the reinfotensioned systems, the introduction of rced concrete element is made through tensioned highstrength steel strand that are anchored and encapsulated in a cementitious grout within a tendon.3-4 The hardened grout allows development of the stress along the length of the tendon and also provides corrosion protection by the presence of the alkaline pore water to passivate the steel strand and by creating a barrier from external contaminants.
Picture for Development of Molecular Probe for Iron Reducing and Thiosulfate Reducing Bacteria
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Development of Molecular Probe for Iron Reducing and Thiosulfate Reducing Bacteria

Product Number: 51324-20885-SG
Author: Tekle Fida; Luke Austin; Scott Leleika; Taylor Rambo; Karen Crippen
Publication Date: 2024
$40.00
Microbiologically Influenced Corrosion (MIC) activities are mostly monitored by using canonical culture-based methods. However, these methods detect only culturable bacteria or require months of incubation to get results. To overcome this, molecular detection methods were developed for many of the MIC-causing microbes but were not available for Iron Reducing Bacteria (IRB) and Thiosulfate Reducing Bacteria (TRB). IRB and TRB are among the dominant group of microbes involved in corrosion and souring oil and gas infrastructures. In the present study, molecular probes were developed for IRB and TRB by targeting functional genes implicated in iron and thiosulfate reduction, respectively. Candidate gene sequences were retrieved from genome repository databases of pure isolates or metagenomic sequences. The sequences were aligned using bioinformatic software and primer-based probes were developed from conserved regions. Specificity and efficiency of the primers were validated by amplifying the sequences of target and non-target microbes using Quantitative Polymerase Chain Reaction (qPCR) methods. The probes successfully detected candidate microbes in biocorrosion samples collected from various gas processing facilities. The identified primer-based probes will help oil and gas industries to monitor MIC activities and develop timely management strategies to prevent undesirable microbial activities while improving system integrity and safety concerns.
Picture for Effect of Early and Late Presence of Sulfate Ions on Steel Corrosion Development in Alkaline Solution
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Effect of Early and Late Presence of Sulfate Ions on Steel Corrosion Development in Alkaline Solution

Product Number: 51323-18957-SG
Author: Dorsa Fatemeh Sarab, Samanbar Permeh, Kingsley Lau
Publication Date: 2023
$20.00


Effective highway bridge design in terms of strength, service, and economy can be made using prestressed concrete including post-tensioned (PT) construction.1-2 Bonded PT bridge designs incorporate high strength steel strand within tendon ducts and encapsulated with cementitious grout.3-4 The grout provides a protective barrier layer for the steel by preventing direct exposure to the external environment as well as facilitating the natural development of a thin passive oxide layer on the steel surface in presence of the high grout pore water pH.
Picture for Investigation Of Scale Inhibitor Interference On Sulfate Measurement And Method To Remove The Interference
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Investigation Of Scale Inhibitor Interference On Sulfate Measurement And Method To Remove The Interference

Product Number: 51322-17595-SG
Author: Ya Liu, Haiping Lu, Rebecca Vilain
Publication Date: 2022
$20.00

Seawater injection is commonly utilized for offshore wells to maintain or increase oil production; however, treatment for seawater before injection is always necessary to reduce or remove bacteria, dissolved oxygen, sulfate, and other impurities. Seawater typically has >2000 mg/L sulfate. Without proper sulfate removal, such high levels of sulfate can cause not only barium sulfate, strontium sulfate, and calcium sulfate scales, but also reservoir souring and H2S corrosion in the presence of sulfate reducing bacteria (SRB). Therefore, sulfate removal from seawater is critical before seawater injection into reservoir.
Picture for TM0197-2019, Laboratory Screening Test to Determine the Ability of Scale Inhibitors to Prevent the Precipitation of Barium Sulfate or Strontium Sulfate, or Both, from Solution (for Oil and Gas Production Systems)
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NACE TM0197-2019, Laboratory Screening Test to Determine the Ability of Scale Inhibitors to Prevent the Precipitation of Barium Sulfate or Strontium Sulfate, or Both, from Solution (for Oil and Gas Production Systems)

Product Number: 21228-2019
Publication Date: 2019
$179.00

HISTORICAL DOCUMENT. This standard describes a test method to screen scale inhibitors for their ability to prevent precipitation of BaSO4 or SrSO4, or both, from oilfield brines.  This standard test method is intended to provide the user with a relative and quantitative measure of the ability of scale inhibitors to prevent (1) the formation and (2) the precipitation of solid BaSO4 or SrSO4, or both, which are necessary and critical stages in scale deposition
Picture for Review on the Determination of Sulfate Ion Concentrations in Deficient Post-Tensioned Grouts
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Review on the Determination of Sulfate Ion Concentrations in Deficient Post-Tensioned Grouts

Product Number: 51321-16342-SG
Author: Rutambara Sonawane/Samanbar Permeh/Kingsley Lau/Ron Simmons/Matthew Duncan/
Publication Date: 2021
$20.00
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