This document provides an overview and introduction to the "Standard Detail Drawings for Northern Fuel Storage and Distribution Facilities" published by the Government of the Northwest Territories. It explains that the drawings are intended to document performance criteria, materials, and construction methods that have proven successful for fuel storage facilities in northern Canada. Facility designers are encouraged to use these standards but also present alternative designs, and stakeholders are invited to propose revisions to keep the standards up to date. The document then lists the individual standard drawings that are included.
Harmal Field Development Phase 1 and Phase 2 Final-10.10.2013-R2Arun Bharadwaj
The document appears to be a project schedule listing activities related to the Harmal Field Development project. It includes over 30 activities with details like activity name, original duration, start date, finish date and total float. The activities involve engineering, procurement, construction of a 16-inch pipeline and related infrastructure. The critical path activities have finish dates ranging from early 2013 to late 2014.
-The PERT Chart-The tendering time schedule for Adar Produced Water Re-injec...yang lu
The document appears to be a project timeline for the TTS-Adar Produced Water Re-injection Plant project. It includes over 40 sub-tasks with associated start and end dates ranging from July 2014 to November 2016. The timeline tracks the engineering, mechanical completion, provisional acceptance, and final acceptance milestones for the different elements of the project.
This document provides a summary of HOVENSA's 2011 capital projects construction review. It includes updates on safety performance, capital project schedules and status, the 100 day construction plan, SVF hours and causes, NDE inspection results, and the SAR heater project featured in news media. It also outlines accomplishments like the construction plan and weekly reporting, as well as opportunities like continued safety efforts and improving estimates.
This document provides a cash flow portfolio for the District Cooling Plant project in Rihan Heights. It includes sections on cash in data, cash out data, and cash flow. The cash in section details the planned value and timing of works and monthly invoices totalling $53,166,017 over the project period from July 2010 to May 2012. The cash out section similarly outlines planned expenditures totalling the same amount. Section 3 presents the resulting projected cash flow curve and liquidity for the project.
1. The document outlines various activities and responsibilities for surface water data collection, validation, and analysis in India.
2. Key activities include observation and data collection at stations, data entry and validation at local and district offices, secondary validation and analysis at regional offices, and final validation and reporting at a state level office.
3. Responsible parties, timelines, references, and supervision are defined for each component to ensure an organized workflow and quality control of surface water data.
This document provides a summary of the progress status of Contract 2 projects in October 2013. It includes information on planned and actual dates for various milestones, percentage of completion, and a schedule dashboard for one project (QS004 - Roads and Infrastructure in Wadi Aba Seleel). The dashboard shows the planned and actual dates for initiation, concept design, preliminary design, detailed design/tender documents, tendering, construction and maintenance periods, as well as percentage progress and schedule performance index. An activity schedule is also included for QS004, listing the activities, planned and actual start/finish dates, and percentage complete.
The document provides an overview of the basic steps involved in mine design and scheduling. It discusses geological modeling of the ore body, open pit design, block modeling and reserves estimation, dump design and reserves, scheduling software selection, and the major steps in scheduling including importing reserves, calendar creation, process and equipment definition, dependency rules, prescheduling, input paths, running the schedule, and generating output reports. The goal is to take data from exploration, design the open pit and dumps, estimate reserves, and use scheduling software to generate a planned production schedule that optimizes equipment utilization over time.
Harmal Field Development Phase 1 and Phase 2 Final-10.10.2013-R2Arun Bharadwaj
The document appears to be a project schedule listing activities related to the Harmal Field Development project. It includes over 30 activities with details like activity name, original duration, start date, finish date and total float. The activities involve engineering, procurement, construction of a 16-inch pipeline and related infrastructure. The critical path activities have finish dates ranging from early 2013 to late 2014.
-The PERT Chart-The tendering time schedule for Adar Produced Water Re-injec...yang lu
The document appears to be a project timeline for the TTS-Adar Produced Water Re-injection Plant project. It includes over 40 sub-tasks with associated start and end dates ranging from July 2014 to November 2016. The timeline tracks the engineering, mechanical completion, provisional acceptance, and final acceptance milestones for the different elements of the project.
This document provides a summary of HOVENSA's 2011 capital projects construction review. It includes updates on safety performance, capital project schedules and status, the 100 day construction plan, SVF hours and causes, NDE inspection results, and the SAR heater project featured in news media. It also outlines accomplishments like the construction plan and weekly reporting, as well as opportunities like continued safety efforts and improving estimates.
This document provides a cash flow portfolio for the District Cooling Plant project in Rihan Heights. It includes sections on cash in data, cash out data, and cash flow. The cash in section details the planned value and timing of works and monthly invoices totalling $53,166,017 over the project period from July 2010 to May 2012. The cash out section similarly outlines planned expenditures totalling the same amount. Section 3 presents the resulting projected cash flow curve and liquidity for the project.
1. The document outlines various activities and responsibilities for surface water data collection, validation, and analysis in India.
2. Key activities include observation and data collection at stations, data entry and validation at local and district offices, secondary validation and analysis at regional offices, and final validation and reporting at a state level office.
3. Responsible parties, timelines, references, and supervision are defined for each component to ensure an organized workflow and quality control of surface water data.
This document provides a summary of the progress status of Contract 2 projects in October 2013. It includes information on planned and actual dates for various milestones, percentage of completion, and a schedule dashboard for one project (QS004 - Roads and Infrastructure in Wadi Aba Seleel). The dashboard shows the planned and actual dates for initiation, concept design, preliminary design, detailed design/tender documents, tendering, construction and maintenance periods, as well as percentage progress and schedule performance index. An activity schedule is also included for QS004, listing the activities, planned and actual start/finish dates, and percentage complete.
The document provides an overview of the basic steps involved in mine design and scheduling. It discusses geological modeling of the ore body, open pit design, block modeling and reserves estimation, dump design and reserves, scheduling software selection, and the major steps in scheduling including importing reserves, calendar creation, process and equipment definition, dependency rules, prescheduling, input paths, running the schedule, and generating output reports. The goal is to take data from exploration, design the open pit and dumps, estimate reserves, and use scheduling software to generate a planned production schedule that optimizes equipment utilization over time.
This document summarizes a kick-off workshop for the DredgDikes project held on January 13-14, 2011 at the University of Rostock. The project involves testing the use of dredged materials for dike construction between partners in Germany and Poland. Key planned activities in 2011 include project management, meetings, technical and financial reporting, and initial field and laboratory testing of dredged material samples.
Inspiratiekaart RWS door West8 voor vaarwegen, snelwegen en lange afstand fietsroutes tezamen met alle A1 wedstrijdaccomodaties alle sportbonden (stand juni 2010) voor de sportlandkaart Nederland januari 2011 door bureau Nieuwe Gracht in opdracht van NOC*NSF
Dikes are structures built near coastlines and rivers to prevent flooding of surrounding areas. They confine river flows, maintaining shipping routes while allowing faster water movement. Dikes are typically located alongside coastlines like the Wadden Sea, often connected to sluices, and serve similar flood-prevention functions as dams but are built closer to coasts. Dikes along rivers like the Po River and in the Wadden Sea control flooding through their placement.
This document proposes using RFID technology to optimize pipeline maintenance through automatic identification. It notes that pipelines total over 1.9 million km worldwide and over 2,000 km in Malaysia. Maintaining pipelines is important for safety, lifetime, and profitability but current processes rely on manual documentation which risks human error and inefficient use of repair time gathering information. The proposal suggests using RFID tags on pipelines and facilities to automatically record inspection and repair details like location, status, and history to a database for improved visibility, tracking, and work efficiency. This could enhance safety, lifetime, and profitability of pipelines.
This document summarizes plans for a climate delta dike in Manhattan, New York. It begins with background on delta dikes in the Netherlands and how they have helped make the country's delta the most beautiful and safest in the world. It then discusses a proposed charrette or interactive design session to explore options for a Manhattan climate delta dike. The session would involve analyzing Manhattan using a multi-layer approach inspired by the Netherlands, and designing various alternatives over two days with local stakeholders and experts. The goal is to combine technical solutions and design options to produce an inspiration map of alternatives for protecting Manhattan from climate change risks like sea level rise.
Island & Storybook Park - Laguna Ridge - Cosumnes CSD, City of Elk GroveCosumnes CSD
Cosumnes Community Services District (CSD) in partnership with the City of Elk Grove will be holding a community outreach meeting to review design proposals for two new parks in the Laguna Ridge area of Elk Grove. The two new parks are Storybook Woods Park, a 1.8 acre park located at the intersection of Hatherton Way and Del Webb Blvd, and Island Park, a 2.3 acre park located on Bonito Circle.
August 28 2012
Stage 5 Trigonometry, Mathematics, Curriculum K-12, Directorate, NSW Department of Education, Building Bridges, 1895, Hampden Bridge, 33.5 metre span timber truss bridge, Murrumbidgee River, Wagga Wagga, NSW, Elect P. Anna Paddon MLA Cowichan Crofton May 14 2013, Transportation, Foot Bridge, Newcastle Island, Brechin Community Centre Development, Brechin to, Semiahmoo First Nation, Sea Wall Sea Walk,
Arc Surveying & Mapping was tasked by the Jacksonville District Corp of Engineers to acquire multibeam hydrographic data of over 25 square miles of Lake Okeechobee along 22 miles of shoreline. Arc employed a Reson Corporation 7101 Multibeam sonar system, Coda F-180 IMU, and Trimble RTK GPS to map the lake bottom. The data was collected and processed using HYPACK and HYSWEEP software. The results provided a baseline data set to analyze changes from future surveys assessing the rehabilitation of the Herbert Hoover Dike within Lake Okeechobee.
in 2015, Citizen Schools designed a new performance management process that trades in a emphasis in scoring for a focus on genuine conversations and progress to goals. This deck was used to roll out the new process through small group discussions with both managers and individual contributors.
The 2007 flood in North Jakarta from the sea highlighted the risks of land subsidence making the city vulnerable to flooding. The city is subsiding at an average of 7.5 cm per year but up to 17 cm annually in some coastal areas due to extensive groundwater extraction. While a sea wall was constructed in 2008, it is already at a critical level due to ongoing subsidence. The master plan aims to provide long-term flood protection for Greater Jakarta against flooding from the sea and create new space for the capital by expanding seaward.
Building With Nature Concepts And Solutionsmindertdevries
Building with nature concepts and applications can provide flexible and sustainable infrastructure solutions that enhance nature values. Principles include starting at the largest possible scale, restoring natural gradients, allowing natural dynamics, and combining engineering with nature. Examples discussed include using saltmarshes to reduce wave energy and stabilize coastlines more cost effectively than traditional dikes. Oyster reef construction and floating marsh pilots also aim to stabilize shores using natural processes. Numerical modeling can help optimize building with nature designs. The document proposes applying these concepts to respond to the 2010 Gulf of Mexico oil spill by exploring sustainable coastal protection and restoration solutions.
Lakeshore Economic Analysis Project - The Full StoryTheChamber
Lakeshore Economic Analysis Project (LEAP) - The Full Story, presented by: Dean Halverson, CEO, Leede Research Group unveils the results of the LEAP Survey.
BwN Concepts & Solutions For Wb Delegationmindertdevries
This document discusses building safety against flooding through nature-based solutions, or "Building with Nature" (BwN). It provides examples of practical BwN solutions implemented from 2007-2010, including saltmarsh creation, oyster reefs, forest-dike combinations, and hybrid hard-soft structures. The document emphasizes that BwN solutions are generic, practical, cost-effective, fit within legal constraints, and have been realized through partnerships. It highlights the need to integrate ecosystem functions and dynamics into flood protection through a green adaptation approach.
The document provides information about the Lakeshore International Buyout Fund (LIBF), including:
1) The LIBF focuses on investing in undervalued assets in Russia and the CIS through acquisitions and consolidations to achieve superior returns.
2) The fund manager believes the current market environment provides significant opportunities to acquire assets at discounted prices and generate annualized returns of 30% over 2-3 years.
3) The fund will follow a conservative investment strategy, focusing on industries it has expertise in and using a disciplined process for investment selection and risk management.
The Netherlands reclaims land from the sea and marshes to create polders, which are flat, low-lying areas protected by dykes and drained by canals. When developing new polders, the Netherlands uses planned settlements, with rural areas containing linear, agricultural villages and planned farms, as well as central towns surrounded by circular villages connected by ring roads and radial roads. One example is the North East Polder, which was part of the Zuider Zee Scheme and contains the planned town of Emmeloord at the center. Almere is another example of an overspill town built on a new polder to accommodate rapid population growth in the Randstad urban area. There is debate
The document discusses land reclamation through the process of empoldering. Empoldering involves building dikes around areas of low-lying land or shallow sea and draining the water to create usable land called polders. The Netherlands has significantly expanded its land area through large-scale empoldering projects, such as blocking off the Zuider Zee with a dike to form the freshwater Lake IJssel and reclaiming land to create the province of Flevoland. Empoldering involves building dikes, draining water through canals and pumps, and transforming saturated soil into fertile land for agriculture, housing and other purposes.
Designing for waterfront resilience in Hudson Riverfront communitiesLibby Zemaitis
The Climate-Adaptive Design (CAD) Studio links Cornell students in landscape architecture with flood-risk Hudson Riverfront communities to explore design alternatives for more climate resilient, beautiful and connected waterfront areas.
http://wri.cals.cornell.edu/hudson-river-estuary/climate-change-hudson-river-estuary/climate-adaptive-design
This document summarizes a kick-off workshop for the DredgDikes project held on January 13-14, 2011 at the University of Rostock. The project involves testing the use of dredged materials for dike construction between partners in Germany and Poland. Key planned activities in 2011 include project management, meetings, technical and financial reporting, and initial field and laboratory testing of dredged material samples.
Inspiratiekaart RWS door West8 voor vaarwegen, snelwegen en lange afstand fietsroutes tezamen met alle A1 wedstrijdaccomodaties alle sportbonden (stand juni 2010) voor de sportlandkaart Nederland januari 2011 door bureau Nieuwe Gracht in opdracht van NOC*NSF
Dikes are structures built near coastlines and rivers to prevent flooding of surrounding areas. They confine river flows, maintaining shipping routes while allowing faster water movement. Dikes are typically located alongside coastlines like the Wadden Sea, often connected to sluices, and serve similar flood-prevention functions as dams but are built closer to coasts. Dikes along rivers like the Po River and in the Wadden Sea control flooding through their placement.
This document proposes using RFID technology to optimize pipeline maintenance through automatic identification. It notes that pipelines total over 1.9 million km worldwide and over 2,000 km in Malaysia. Maintaining pipelines is important for safety, lifetime, and profitability but current processes rely on manual documentation which risks human error and inefficient use of repair time gathering information. The proposal suggests using RFID tags on pipelines and facilities to automatically record inspection and repair details like location, status, and history to a database for improved visibility, tracking, and work efficiency. This could enhance safety, lifetime, and profitability of pipelines.
This document summarizes plans for a climate delta dike in Manhattan, New York. It begins with background on delta dikes in the Netherlands and how they have helped make the country's delta the most beautiful and safest in the world. It then discusses a proposed charrette or interactive design session to explore options for a Manhattan climate delta dike. The session would involve analyzing Manhattan using a multi-layer approach inspired by the Netherlands, and designing various alternatives over two days with local stakeholders and experts. The goal is to combine technical solutions and design options to produce an inspiration map of alternatives for protecting Manhattan from climate change risks like sea level rise.
Island & Storybook Park - Laguna Ridge - Cosumnes CSD, City of Elk GroveCosumnes CSD
Cosumnes Community Services District (CSD) in partnership with the City of Elk Grove will be holding a community outreach meeting to review design proposals for two new parks in the Laguna Ridge area of Elk Grove. The two new parks are Storybook Woods Park, a 1.8 acre park located at the intersection of Hatherton Way and Del Webb Blvd, and Island Park, a 2.3 acre park located on Bonito Circle.
August 28 2012
Stage 5 Trigonometry, Mathematics, Curriculum K-12, Directorate, NSW Department of Education, Building Bridges, 1895, Hampden Bridge, 33.5 metre span timber truss bridge, Murrumbidgee River, Wagga Wagga, NSW, Elect P. Anna Paddon MLA Cowichan Crofton May 14 2013, Transportation, Foot Bridge, Newcastle Island, Brechin Community Centre Development, Brechin to, Semiahmoo First Nation, Sea Wall Sea Walk,
Arc Surveying & Mapping was tasked by the Jacksonville District Corp of Engineers to acquire multibeam hydrographic data of over 25 square miles of Lake Okeechobee along 22 miles of shoreline. Arc employed a Reson Corporation 7101 Multibeam sonar system, Coda F-180 IMU, and Trimble RTK GPS to map the lake bottom. The data was collected and processed using HYPACK and HYSWEEP software. The results provided a baseline data set to analyze changes from future surveys assessing the rehabilitation of the Herbert Hoover Dike within Lake Okeechobee.
in 2015, Citizen Schools designed a new performance management process that trades in a emphasis in scoring for a focus on genuine conversations and progress to goals. This deck was used to roll out the new process through small group discussions with both managers and individual contributors.
The 2007 flood in North Jakarta from the sea highlighted the risks of land subsidence making the city vulnerable to flooding. The city is subsiding at an average of 7.5 cm per year but up to 17 cm annually in some coastal areas due to extensive groundwater extraction. While a sea wall was constructed in 2008, it is already at a critical level due to ongoing subsidence. The master plan aims to provide long-term flood protection for Greater Jakarta against flooding from the sea and create new space for the capital by expanding seaward.
Building With Nature Concepts And Solutionsmindertdevries
Building with nature concepts and applications can provide flexible and sustainable infrastructure solutions that enhance nature values. Principles include starting at the largest possible scale, restoring natural gradients, allowing natural dynamics, and combining engineering with nature. Examples discussed include using saltmarshes to reduce wave energy and stabilize coastlines more cost effectively than traditional dikes. Oyster reef construction and floating marsh pilots also aim to stabilize shores using natural processes. Numerical modeling can help optimize building with nature designs. The document proposes applying these concepts to respond to the 2010 Gulf of Mexico oil spill by exploring sustainable coastal protection and restoration solutions.
Lakeshore Economic Analysis Project - The Full StoryTheChamber
Lakeshore Economic Analysis Project (LEAP) - The Full Story, presented by: Dean Halverson, CEO, Leede Research Group unveils the results of the LEAP Survey.
BwN Concepts & Solutions For Wb Delegationmindertdevries
This document discusses building safety against flooding through nature-based solutions, or "Building with Nature" (BwN). It provides examples of practical BwN solutions implemented from 2007-2010, including saltmarsh creation, oyster reefs, forest-dike combinations, and hybrid hard-soft structures. The document emphasizes that BwN solutions are generic, practical, cost-effective, fit within legal constraints, and have been realized through partnerships. It highlights the need to integrate ecosystem functions and dynamics into flood protection through a green adaptation approach.
The document provides information about the Lakeshore International Buyout Fund (LIBF), including:
1) The LIBF focuses on investing in undervalued assets in Russia and the CIS through acquisitions and consolidations to achieve superior returns.
2) The fund manager believes the current market environment provides significant opportunities to acquire assets at discounted prices and generate annualized returns of 30% over 2-3 years.
3) The fund will follow a conservative investment strategy, focusing on industries it has expertise in and using a disciplined process for investment selection and risk management.
The Netherlands reclaims land from the sea and marshes to create polders, which are flat, low-lying areas protected by dykes and drained by canals. When developing new polders, the Netherlands uses planned settlements, with rural areas containing linear, agricultural villages and planned farms, as well as central towns surrounded by circular villages connected by ring roads and radial roads. One example is the North East Polder, which was part of the Zuider Zee Scheme and contains the planned town of Emmeloord at the center. Almere is another example of an overspill town built on a new polder to accommodate rapid population growth in the Randstad urban area. There is debate
The document discusses land reclamation through the process of empoldering. Empoldering involves building dikes around areas of low-lying land or shallow sea and draining the water to create usable land called polders. The Netherlands has significantly expanded its land area through large-scale empoldering projects, such as blocking off the Zuider Zee with a dike to form the freshwater Lake IJssel and reclaiming land to create the province of Flevoland. Empoldering involves building dikes, draining water through canals and pumps, and transforming saturated soil into fertile land for agriculture, housing and other purposes.
Designing for waterfront resilience in Hudson Riverfront communitiesLibby Zemaitis
The Climate-Adaptive Design (CAD) Studio links Cornell students in landscape architecture with flood-risk Hudson Riverfront communities to explore design alternatives for more climate resilient, beautiful and connected waterfront areas.
http://wri.cals.cornell.edu/hudson-river-estuary/climate-change-hudson-river-estuary/climate-adaptive-design
This document provides exceptions to the Canadian Highway Bridge Design Code (CHBDC) for use in Ontario. It establishes the scope and authority of the exceptions, and implementation procedures. Section 4 lists specific exceptions to clauses in the CHBDC, modifying or replacing language as it applies to standards and practices for bridges in Ontario. Exceptions are provided for general administrative definitions, single load path structures, plan requirements, geometry, barriers, hydraulic design, foundations, buried structures, concrete structures, and steel structures. Appendix A provides additional exceptions for low volume roads.
This document is a technical specification for low voltage induction motors rated 187 kW or below for use in the Quellaveco Project in Peru. It specifies codes and standards, performance requirements, submittal requirements, quality control, design requirements, and mechanical features for the motors. Motors must be designed to operate reliably under the ambient site conditions and electrical system characteristics defined elsewhere. Design, manufacturing and testing must meet or exceed the latest applicable NEMA, IEEE and other standards.
This document summarizes the standardization of requirements for C-Mn steel pipes, clad pipes, and lined pipes performed by PETROBRAS through a workshop with pipe suppliers and installation contractors. Scenarios were defined for various types of subsea pipelines for oil and gas fields in Brazil's pre-salt region. Requirements from the DNV-OS-F101 standard were modified and four technical specifications were developed for C-Mn seamless pipes, C-Mn SAWL pipes, lined pipes, and clad pipes based on discussions within the workgroups. The specifications aim to standardize pipe properties, dimensions, and tolerances to reduce costs and timelines for future subsea pipeline projects.
This document discusses regulatory requirements and standard operating practices for fuel storage. It covers topics such as setback requirements, secondary containment, leak detection, cathodic protection, and spill containment. Standards from organizations like the National Fire Code, ULC, and CCME are referenced. The document provides information on both aboveground and underground storage tanks.
This technical specification outlines requirements for manufacturing chromium-molybdenum coupling flanges for an end fitting/feeder pipe connection for a life extension project at the Embalse Nuclear Power Plant. Key requirements include using ASME SA-541 Grade 22 Class 4 material, meeting dimensional and cleanliness specifications, submitting manufacturing procedures for review, producing qualification samples, and permanently marking each flange with identification information.
Detail proposal of project including activities such as Deliverables, Scope, Resources, Proposed Approach, Scheduling in Microsoft Project, Costs, Potential Problems, Critical Path Analysis, Linear Responsibility Chart, Evaluation Methods and Budget.
Localisation Readiness and Fabrication Code OpportunitiesMark Mitchell
Localisation Readiness and Fabrication Code Opportunities
John Fletcher - Presenter
Larry Kloppenborg
Mark Mitchell
17 March 2016
Presented at Nuclear Africa 2016
This document provides recommended practices for cathodic protection design. It has been amended since the original 2005 publication. The amendments include revisions to coating categories, design current densities, and additional requirements for anode manufacture and installation. It provides guidance on calculating cathodic protection requirements and the parameters to consider in design, such as design life, coatings, resistivity, and current demand. The document aims to give proven techniques and engineering practices for effective cathodic protection.
This document provides a recommended practice for designing cathodic protection systems using galvanic anodes for permanently installed offshore structures. It covers conceptual and detailed cathodic protection design, including specifications for manufacturing and installing galvanic anodes. The document is intended to facilitate cathodic protection design using aluminum or zinc-based galvanic anodes. While general, it provides guidance on incorporating project-specific requirements. It also excludes impressed current cathodic protection systems and cathodic protection of submarine pipelines from its scope.
This document provides technical specifications for screws used to connect fuel channels and feeder pipes for a nuclear power plant life extension project. It specifies requirements for materials, manufacture, quality assurance, inspections, tests and reports. Preproduction samples of screws must be submitted and approved before full production can begin. The screws are considered Class 1 components per the ASME Boiler and Pressure Vessel Code and must meet Code requirements.
Briefly, I am Ashish Shrivastava (self employed), Piping stress engineer with 15+ years of experience. I have done wide range of stress analysis in different sectors like Offshore/onshore, Marine, LNG/LPG, Petrochemical, Solar/ Thermal powerplants. Please find my profiles attached here for your reference.
I would be grateful if you can consider my profile for Autocad plant 3D/ pipe stress analysis work that would like to outsource.
I also provide corporate trainings online/offline.
The document provides an overview and introduction to the Hydraulic Manual. It describes the purpose of the manual as providing guidance for the hydraulic design of culverts to promote uniform design on Saskatchewan highways. It outlines key aspects to consider in culvert design, including legal, hydrology, hydraulic, economic, navigation, environmental, and safety factors. It also describes the layout and organization of the manual.
This document provides technical specifications for manufacturing seal rings for end fitting to feeder pipe connections for a nuclear power plant life extension project. It specifies requirements for materials, dimensions, inspections, testing, quality assurance, and documentation. The seal rings must be manufactured according to applicable codes and standards, using approved materials and processes. They will undergo non-destructive testing and inspection to verify acceptability prior to shipping. Documentation of all quality control tests, inspections and manufacturing details must be provided in records for the project.
This document is a notice to bidders for a highway construction project on Route 24 in Alameda and Contra Costa Counties from East Temescal Separation to 0.8 km east of Gateway Blvd. It provides special provisions that modify the standard specifications for the project, including requirements for disadvantaged business enterprises, contract execution, environmental protections, traffic control, and construction details. It contains tables of contents, lists of contents to be included in the bid, and summaries of changes made to standard specifications and processes for this project.
NRG INTERN POWER DOWN END OF SUMMER PRESENTATIONElliott Molnar
Elliott Molnar interned as an engineer at W.A. Parish Generating Station. He developed tracking sheets to identify baghouse filter failure trends, planned dust suppression for the main coal pile, investigated conveyor bearing failures, and proposed design improvements for the intake water bleach system, gravity take-up counterweights, and bottom ash conveyor pumps. His work provided analysis, planning, and recommendations to improve plant operations and maintenance.
Guidelines for NDT of GRP pipe systems and tanksOsama Lari
This document provides guidelines for non-destructive testing and examination of glass-reinforced plastic pipe systems and tanks used in the Norwegian oil and gas industry. It summarizes defect types that should be inspected for, recommended non-destructive testing methods, and acceptance criteria. The guidelines are intended to standardize inspection practices and provide clarity on defect acceptance, which will help reduce costs associated with overconservative or nonconservative responses to defects found during inspection. The document provides information on inspection objectives, strategies and responsibilities at different stages of the product lifecycle from manufacture to operation.
The document provides an overview of documentation submitted for the Bertam Field Development Project offshore Malaysia. It includes background on the Bertam field, the development concept involving a wellhead platform and FPSO, general arrangement drawings, and the project schedule. It also reviews Lundin's compliance with Malaysian regulatory documentation requirements for pipeline and transportation installations, addressing items like piping and instrumentation diagrams, specifications, procedures, and quality control documentation for the flexible jumper hoses connecting the wellhead platform and FPSO.
This document provides a summary of rule changes to Part 4 of the ABS Rules for Building and Classing Steel Vessels that will take effect in 2016. It lists changes by effective date and references the affected section and paragraph numbers. Changes include clarifications to certification requirements, alignment with international standards, and additional safety margins for structural analysis. The document aims to notify readers of technical changes introduced in the latest edition of the ABS steel vessel rules.
Rainfall intensity duration frequency curve statistical analysis and modeling...bijceesjournal
Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
Originality and value: The results of the rainfall IDF curves can provide useful information to policymakers in making appropriate decisions in managing and minimizing floods in the study area.
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
An improved modulation technique suitable for a three level flying capacitor ...IJECEIAES
This research paper introduces an innovative modulation technique for controlling a 3-level flying capacitor multilevel inverter (FCMLI), aiming to streamline the modulation process in contrast to conventional methods. The proposed
simplified modulation technique paves the way for more straightforward and
efficient control of multilevel inverters, enabling their widespread adoption and
integration into modern power electronic systems. Through the amalgamation of
sinusoidal pulse width modulation (SPWM) with a high-frequency square wave
pulse, this controlling technique attains energy equilibrium across the coupling
capacitor. The modulation scheme incorporates a simplified switching pattern
and a decreased count of voltage references, thereby simplifying the control
algorithm.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Design and optimization of ion propulsion dronebjmsejournal
Electric propulsion technology is widely used in many kinds of vehicles in recent years, and aircrafts are no exception. Technically, UAVs are electrically propelled but tend to produce a significant amount of noise and vibrations. Ion propulsion technology for drones is a potential solution to this problem. Ion propulsion technology is proven to be feasible in the earth’s atmosphere. The study presented in this article shows the design of EHD thrusters and power supply for ion propulsion drones along with performance optimization of high-voltage power supply for endurance in earth’s atmosphere.
1. PUBLIC WORKS AND SERVICES
PETROLEUM PRODUCTS DIVISION
STANDARD DETAILED DRAWINGS FOR NORTHERN
FUEL STORAGE AND DISTRIBUTION FACILITIES
3rd EDITION - 01/2006
Prepared by:
Petroleum Products Division and
Asset Management Division (Technical Support Services)
Public Works and Services, Government of the Northwest Territories
2. Foreword
This publication, together with the Specifications for Fuel Storage Facilities and the Design Rationale for
Fuel Storage Facilities, documents performance criteria, preferred materials or methods, and logistical
considerations for the design and construction of GNWT fuel storage facilities. Over time, certain
products or approaches to construction have proven successful and have been adopted by the GNWT,
private consultants, and contractors working in the NWT. It is expected and hoped that comments,
discussion, and further research will lead to revisions and additions that will keep the document current
and relevant.
1.0 Criteria for Standard Drawings
The Standard Detail Drawings for Fuel Storage Facilities contained herein do not supplant any
mandatory Codes or Regulations. Rather, they cover the following areas:
1) Where the GNWT believes that more stringent requirements should apply than the
National Fire Code of Canada or local municipal requirements;
2) Where the GNWT believes that there is a need to augment or clarify a Code requirement;
3) Where the GNWT experience has shown that conditions particular to remote northern
communities require an approach different from typical Canadian construction industry
practice;
4) Where the GNWT has developed preferences for specific products, systems, or methods.
2.0 Application of Standards
The Specifications and Drawings have been prepared specifically for construction of publicly
funded, northern fuel storage and distribution facilities.
The drawings contained in this document relate directly to and should be used in conjunction
with:
1) Specifications for Northern Fuel Storage Facilities;
2) Design Rationale for Northern Fuel Storage Facilities.
It is intended that specific Drawings and application sections of the Specifications be copied and
included in the Contract Documents for new, or upgraded fuel storage and distribution facilities.
3.0 Alternatives
Consultants are encouraged to present, for consideration by PW&S, alternatives to any design
requirements or standard included here or to present new or innovative ways to resolve problems
or reduce costs.
4.0 Development of Standards
The Drawings included in this edition of the Standard Detail Drawings for Northern Fuel Storage
Facilities have developed from design and construction of similar facilities in the Northwest
Territories. Document users are encouraged to comment or submit suggested changes to the
GNWT, PW&S Asset Management Division, throughout the year. Based on the comments
received, revisions will be proposed and broadly distributed for review each year. It is anticipated
that a review and revision process will be carried out each year in an effort to ensure this
document remains relevant and reflects the collective knowledge of all parties involved in
construction projects in the NWT.
The proposed revisions to this edition of the Standard Detail Drawings for Northern Fuel Storage
Facilities were received and compiled by members of the Public Works and Services, Asset
Management Division, Technical Support Services.
Public Works & Services Public Works & Services
Standard Detail Drawings for Northern Fuel Storage and Distribution Facilities Standard Detail Drawings for Northern Fuel Storage and Distribution Facilities
3rd Edition, 01/2006 3rd Edition, 01/2006
3. Revisions
Periodic reviews will be undertaken to reconfirm, revise, or update design standards or guidelines. Your
comments and suggestions are invited. Proposed changes or additions should be submitted to:
Asset Management Division, Department of Public Works and Services, Government of the Northwest
Territories, Box 1320, Yellowknife, NT, X1A 2L9, Facsimile (867) 873-0226.
________________________________________
(attach additional pages if necessary)
Brief description of the changes or additions you propose:
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
Rationale (relate experiences which have led you to make this recommendation):
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
Name: __________________________________________________________
Title: __________________________________________________________
Company: __________________________________________________________
Address: __________________________________________________________
Telephone: __________________________________________________________
Facsimile: __________________________________________________________
Public Works & Services Public Works & Services
Standard Detail Drawings for Northern Fuel Storage and Distribution Facilities Standard Detail Drawings for Northern Fuel Storage and Distribution Facilities
3rd Edition, 01/2006 3rd Edition, 01/2006
4. LIST OF STANDARD DRAWINGS
DRAWING # DATE DRAWING TITLE DRAWING # DATE DRAWING TITLE
• PETROLEUM PRODUCTS DIVISION • DEPARTMENT OF PUBLIC WORKS AND SERVICES • GOVERNMENT OF THE NORTHWEST TERRITORIES •
“S”
NT-S01 04/04/01 TYPICAL BACKFILL PROFILES FOR VERTICAL TANKS
NT-S02 04/04/01 TYPICAL GRANULAR BASE FOR VERTICAL TANKS
NT-S03 04/04/02 TYPICAL SECTION THROUGH DIKE WALL & DRAIN SUMP
NT-S04 04/04/02 TYPICAL SLEEVE AT PIPE THROUGH DIKE MEMBRANE DETAIL
NT-S05 04/08/31 TYPICAL SECTION THROUGH UNDERGROUND AND BURIED
PIPELINE
NT-S06 04/08/31 TYPICAL TRENCHES FOR UNDERGROUND ELECTRICAL
CONDUITS OR TECK CABLE
NT-S07 04/04/02 CHAIN LINK FENCING DETAILS
NT-S07A 04/04/02 CHAIN LINK FENCING ON A CONCRETE DYKE DETAILS
NT-S08 04/04/02 SIGNS AT FENCES & GATES DETAILS
NT-S09 04/04/02 BOLLARD DETAILS
NT-S10 04/09/07 SPILL BASIN AT TRUCK UNLOADING POINT DETAIL
NT-S11 04/09/07 MARINE SPILL BASIN DETAILS
NT-S11A 04/10/05 SEA HOSE VALVE COVET AT SPILL BASIN, PLAN & SECTION
NT-S12 04/04/02 PIPE SUPPORT & HOSE REST AT SPILL BASIN DETAILS
NT-S13 04/09/07 SEA HOSE ANCHOR DETAIL
NT-S14 04/04/02 CONCRETE ANCHOR BLOCK DETAIL
NT-S15 04/04/02 FIXED ANCHOR BRACKET DETAIL
NT-S16 04/04/02 SLEEVED ANCHOR BRACKET DETAIL
NT-S17 04/05/07 SIGN AT SPILL BASIN DETAIL
NT-S18 04/05/11 FIRE EXTINGUISHER CABINET DETAILS
NT-S19 04/05/11 MARKER SIGN AT BURIED PIPELINES
NT-S20 04/05/11 DIKE AREA LIGHT POLE FOUNDATION, PLAN, ELEVATION,
SECTION & DETAILS
NT-S21 04/05/11 CONCRETE ISLAND & APRON, PLAN & SECTIONS
NT-S22 04/05/14 CONCRETE ISLAND & APRON, PLAN, SECTIONS AND DETAILS
NT-S23 04/05/14 OPERATOR’S SHELTER BUILDING, CONCRETE SIDEWALK,
GRAVEL PAD & BOLLARDS ARRANGEMENT, PLAN & SECTIONS
NT-S24 04/05/14 JET A-1 AVIATION FUEL DISPENSER BUILDING CONCRETE
SIDEWALK, LINER GRAVEL PAD & BOLLARDS
NT-S25 04/05/14 GASOLINE/LSDL FUEL DISPENSER BUILDING CONCRETE
SIDEWALK, LINER GRAVEL PAD & BOLLARDS ARRANGEMENT
PLAN & SECTIONS
NT-S27 04/05/14 PIPE SUPPORT – TYPE 1 (PIPES SAME DIAMETER AND SAME
BOTTOM OF PIPE ELEVATION)
NT-S28 04/05/14 PIPE SUPPORT – TYPE 2 (PIPES DIFFERENT DIAMETER AND SAME
BOTTOM OF PIPE ELEVATION)
NT-S29 04/05/14 PIPE SUPPORT – TYPE 3 (PIPES DIFFERENT DIAMETER AND SAME
CENTRE OF PIPE ELEVATION)
NT-S30 04/05/14 PIPE SUPPORT – TYPE 4 (PIPES SAME DIAMETER AND DIFFERENT
CENTRE OF PIPE ELEVATION)
NT-S31 04/09/07 PIPE SUPPORT – TYPE 5,6,7,8 (FOR ABOVEGROUND PIPELINES ONLY)
NT-S32 04/09/07 TYPE 1 STILE (OVER DIKE WALLS) PLAN & SECTION
NT-S32A 04/09/07 TYPE 1 STILE (OVER CONCRETE DIKE WALLS) PLAN & SECTION
NT-S33 04/09/07 TYPE 2 STILE (OVER PRODUCT PIPING) PLAN & SECTIONS
NT-S34 04/09/07 TYPE 1 & TYPE 2 STILES SECTIONS & DETAILS
NT-S34A 04/06/08 TYPE 1 STILE AT CONCRETE DIKE SECTIONS AND DETAILS
NT-S35 04/09/07 TYPICAL CATWALK & STAIRWAY ARRANGEMENT FOR TWO
91 cu. m. HORIZONTAL TANKS, PLAN, ELEVATION
NT-S36 04/09/07 TYPICAL CATWALK & STAIRWAY ARRANGEMENT FOR THREE
91 cu. m. HORIZONTAL TANKS, PLAN, ELEVATION
NT-S37 04/09/07 TYPICAL CATWALK & STAIRWAY ARRANGEMENT FOR FOUR OR
MORE 91 cu. m. HORIZONTAL TANKS, PLAN, ELEVATION
NT-S38 04/09/07 TYPICAL CATWALK & STAIRWAY ARRANGEMENT FOR TWO
23 cu. m. HORIZONTAL TANKS, PLAN, ELEVATION
NT-S39 04/09/07 SINGLE SECTION FOR TWO 91 cu. m. HORIZONTAL TANKS, PLAN,
VIEW, SECTIONS & DETAILS
NT-S40 04/09/07 BEGINNING SECTION FOR THREE OR MORE 91 cu. m.
HORIZONTAL TANKS, PLAN, VIEW, SECTIONS & DETAILS
NT-S41 04/09/07 END SECTION FOR THREE OR MORE 91 cu. m. HORIZONTAL
TANKS, PLAN, VIEW, SECTIONS & DETAILS
NT-S42 04/09/07 ADD-ON SECTION FOR FOUR OR MORE 91 cu. m. HORIZONTAL
TANKS, PLAN, VIEW, SECTIONS & DETAILS
NT-S43 04/09/07 STAIRWAY FOR TWO 91 cu. m. HORIZONTAL TANKS, PLAN, VIEW,
SECTIONS & DETAILS
NT-S44 04/09/07 SINGLE SECTION FOR TWO 23 cu. m. HORIZONTAL TANKS,
PLAN, VIEW, SECTIONS & DETAILS
NT-S45 04/09/07 STAIRWAY FOR TWO 23 cu. m. HORIZONTAL TANKS,
PLAN, VIEW, SECTIONS & DETAILS
NT-S46 04/09/07 CATWALKS & STAIRWAY FOR HORIZONTAL TANKS,
MISCELLANEOUS DETAILS
NT-S47 04/09/07 CATWALKS & STAIRWAY FOR HORIZONTAL TANKS,
MISCELLANEOUS DETAILS
NT-S48 04/09/07 TYPE I AND TYPE II SUPPORTS FOR ELECTRICAL CONDUITS
AT VERTICAL TANK STAIRWAY DETAILS
NT-S49 04/09/07 GROUND LUG PLATE & HOOKS AT BOLLARD AT TRUCK
UNLOADING POINT DETAIL
5. LIST OF STANDARD DRAWINGS
DRAWING # DATE DRAWING TITLE DRAWING # DATE DRAWING TITLE
• PETROLEUM PRODUCTS DIVISION • DEPARTMENT OF PUBLIC WORKS AND SERVICES • GOVERNMENT OF THE NORTHWEST TERRITORIES •
“P”
NT-P01 04/09/07 DIKE DRAIN PUMP ASSEMBLY, PLAN & DETAILS
NT-P01A 04/09/07 DIKE DRAIN PUMP ASSEMBLY FOR CONCRETE DIKE,
PLAN & DETAILS
NT-P01B 04/09/07 ELECTRIC DIKE DRAIN PUMP ASSEMBLY, PLAN & DETAILS
NT-P02 04/09/07 SEA HOSE CONNECTION PIPING AT SPILL BASIN, PLAN,
SECTIONS
NT-P02A 04/08/31 FUEL TRUCK CONNECTION PIPING AT SPILL BASIN, PLAN,
SECTIONS
NT-P03 04/05/16 PIPELINE EXPANSION LOOP, TYPE 1 DETAIL
NT-P04 04/05/16 PIPELINE EXPANSION LOOP, TYPE 2 DETAIL
NT-P05 04/05/16 TYPICAL INSTALLATION OF TYPE 1 PRESSURE RELIEF
BY-PASS (ACROSS VALVES AT EXTERIOR PIPING)
NT-P06 04/05/16 TYPICAL INSTALLATION OF TYPE 2 PRESSURE RELIEF
BY-PASS (ACROSS VALVES AT EXTERIOR PIPING)
NT-P07 04/05/16 PIPE DRAIN VALVE, DRAIN AND LOCKABLE PLUG DETAIL
NT-P08 04/05/16 BRACKET FOR TYPE “PB1”, FOR ELECTRICAL CONDUITS
NT-P09 04/09/07 BASIC ARRANGEMENT OF TANK OPENINGS & APPURTENANCES
FOR 9 754 HIGH VERTICAL TANK
NT-P10 04/05/16 WATER DRAIN VALVE CONNECTION “SN3” & INTERNAL
PIPING AT VERTICAL TANKS DETAIL
NT-P11 04/05/16 INSTALLATION OF AUTOMATIC TANK LEVEL GAUGE ROOF
NOZZLE “RN3” & SHELL BRACKET “SB1” AT VERTICAL
TANKS DETAIL
NT-P12 04/09/07 ROOF INSPECTION FRAME “RIF” FOR AUTOMATIC TANK
LEVEL GAUGE AT VERTICAL TANKS DETAIL
NT-P13 04/09/07 ROOF NOZZLE “RN5” FOR FUTURE
NT-P14 04/09/07 STAIRWAY & LANDING AT 9 754 HIGH VERTICAL TANKS
NT-P15 04/09/07 ROOF HANDRAIL “RH” AT VERTICAL TANKS DETAILS
NT-P16 04/09/07 LIGHT FIXTURE BRACKET “SB2” AT STAIRWAYS OF
VERTICAL TANKS DETAIL
NT-P17 04/09/07 SHELL BRACKET “SB3” FOR ELECTRICAL CONDUITS AT
VERTICAL TANKS DETAIL
NT-P18 04/09/07 ROOF COUPLING “RC1” FOR LIGHT FIXTURE POST AT
VERTICAL TANKS DETAIL
NT-P19 04/09/07 HORIZONTAL ABOVE GROUND TANK, 91 cu. m. NOMINAL
CAPACITY, ELEVATIONS AND DETAIL
NT-P20 04/09/07 TANK SKID FOR 91 cu. m. HORIZONTAL TANKS, PLAN,
SECTION & AND DETAILS
NT-P21 04/09/07 HORIZONTAL, EPOXY LINED, ABOVEGROUND TANK, 23 cu. m.
NOMINAL CAPACITY, ELEVATIONS AND DETAIL
NT-P22 04/09/07 TANK SKID FOR 23 cu. m. HORIZONTAL TANKS, PLAN, SECTION &
DETAILS
NT-P23 04/09/07 WATER DRAW-OFF VALVE FOR HORIZONTAL TANKS DETAIL
NT-P24 04/09/07 75 cu. m. FUEL STORAGE TANK, HORIZONTAL, DOUBLE
WALL, VACUUM MONITORED, SKID MOUNTED TANK DETAILS
NT-P24A 04/09/07 9 cu. m. EPOXY LINED FUEL STORAGE TANK, HORIZONTAL,
DOUBLE WALL, VACUUM MONITORED, SKID MOUNTED TANK
DETAILS
NT-P25 04/09/07 94 cu. m. FUEL STORAGE TANK, HORIZONTAL, DOUBLE
WALL, VACUUM MONITORED, SKID MOUNTED TANK DETAILS
NT-P26 04/09/07 VALVE TAG DETAILS
“E”
NT-E01 04/09/30 SERVICE ENTRANCE POLE, TYPE 1 AND 2 ARRANGEMENTS
NT-E02 04/09/30 FLOOD LIGHT POLE FOR YARD AREA LIGHTING DETAIL
NT-E03 04/09/30 HINGED FLOOD LIGHT POLE & BRACKETS FOR DIKE AREA
LIGHTING DETAILS
NT-E04 04/06/18 ELECTRICAL & GROUNDING INSTALLATION AT BASE OF
FLOODLIGHT POLE
NT-E05 04/09/30 TYPICAL LIGHTING ARRANGEMENT AT VERTICAL TANKS,
ALTERNATIVE 1, PLAN, DEVELOPED ELEVATION SECTIONS AND
DETAILS
NT-E06 04/09/30 TYPICAL LIGHTING ARRANGEMENT AT VERTICAL TANKS,
ALTERNATIVE 2, PLAN, DEVELOPED ELEVATION SECTIONS AND
DETAILS
NT-E07 04/09/30 TYPICAL LIGHTING ARRANGEMENT AT VERTICAL TANKS,
ALTERNATIVE 3, PLAN, DEVELOPED ELEVATION SECTIONS AND
DETAILS
NT-E08 04/09/30 TYPICAL ELECTRICAL CONDUIT ARRANGEMENT AT
VERTICAL TANK VALVES, DETAIL - 3 (ALTERNATIVES 1,2 & 3)
NT-E09 04/09/30 TYPICAL LIGHT AND CONDUIT ARRANGEMENT AT ROOF OF
VERTICAL TANKS, DETAIL -4 (ALTERNATIVE 1)
NT-E10 04/09/30 TYPICAL LIGHT AND CONDUIT ARRANGEMENT AT ROOF OF
VERTICAL TANKS, DETAIL -4 (ALTERNATIVE 2)
NT-E11 04/09/30 TYPICAL LIGHT AND CONDUIT ARRANGEMENT AT ROOF OF
VERTICAL TANKS, DETAIL -4 (ALTERNATIVE 3)
NT-E12 04/09/30 LIGHTING AT HORIZONTAL TANKS, AT HANDRAIL OF CATWALK &
STAIRWAY PLAN & DETAILS
NT-E13 04/09/30 LIGHTING AT HORIZONTAL TANKS, LIGHT POST & FIXTURE AT
CATWALK DETAIL
6. LIST OF STANDARD DRAWINGS
DRAWING # DATE DRAWING TITLE DRAWING # DATE DRAWING TITLE
NT-E14 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT SPILL
BASIN AT SEA HOSE CONNECTION POINTS
NT-E15 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS ACROSS
TANK VALVES, SPOOL PIECES & FLEXIBLE CONNECTORS
NT-E16 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS ACROSS
GATE AND CHECK VALVES
NT-E17 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS ACROSS
GATE OR CHECK VALVES
NT-E18 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT
FLANGED CONNECTIONS
NT-E19 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT
VERTICAL TANKS
NT-E20 04/09/30 STATIC ELECTRICITY GROUND WIRE CONNECTION AT
HORIZONTAL TANKS
NT-E21 04/09/30 STATIC ELECTRICITY GROUND WIRE INSTALLATION OVER
DIKE WALL
NT-E22 04/09/30 ELECTRICAL CONDUIT OR TECK CABLE INSTALLATION
OVER DIKE WALL
NT-E23 04/09/30 STATIC ELECTRICITY GROUND WIRE CONNECTION AT
FENCE OR GATE POSTS
NT-E24 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT
GROUND ROD
NT-E25 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT
TRUCK UNLOADING POINT
NT-E26 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS AT
DISPENSER BUILDING FOR TRUCK GROUNDING CABLE
NT-E27 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS OF
GROUND LUG AND WIRE AT DISPENSER BUILDING
NT-E28 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS ACROSS
FLEXIBLE CONNECTOR AT DISPENSER BUILDING
NT-E29 04/09/30 STATIC ELECTRICITY GROUNDING CONNECTIONS ACROSS
FLEXIBLE CONNECTOR, STRAINER & VALVE BEHIND DISPENSER
BUILDING
NT-E30 04/09/30 STATIC ELECTRICITY GROUNDING REEL AT JET A-1 DISPENSER
• PETROLEUM PRODUCTS DIVISION • DEPARTMENT OF PUBLIC WORKS AND SERVICES • GOVERNMENT OF THE NORTHWEST TERRITORIES •
BUILDING
NT-E31 04/09/30 ELECTRICAL CONDUIT ARRANGEMENT AT ENTRY OF BUILDING
NT-E32 04/09/30 HAZARDOUS AREA CLASSIFICATIONS FOR ELECTRICAL
INSTALLATIONS
NT-E33 04/09/30 HAZARDOUS AREA CLASSIFICATIONS FOR ELECTRICAL
INSTALLATIONS
NT-E34 04/10/05 CATHODIC PROTECTION DETAILS
“AVA”
A-AVA-01 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
FLOOR PLAN AND ELEVATIONS
A-AVA-02 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
SECTIONS AND DETAILS
S-AVA-01 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
SKID ASSEMBLY, PLAN, SECTIONS & DETAILS
S-AVA-02 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
DRIP PAN & METER SUPPORT, ANCHOR PLATE FOR HOSE REEL
& PUMP BASE SECTIONS & DETAILS
S-AVA-03 94/02/21 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
FILTER/SEPARATOR, SAMPLE BARRIER AND RELAXATION
CHAMBER SECTIONS & DETAILS
S-AVA-04 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
PIPE SUPPORTS SECTIONS & DETAILS
P-AVA-01 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT
PIPING PLAN, SECTIONS &DETAILS
P-AVA-01A 04/10/07 DISPENSER BUILDING FOR JET A-1 / LSDL AT TANK FARM
PIPING PLAN, SECTIONS &DETAILS
P-AVA-02 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT
PIPING ISOMETRIC
P-AVA-02A 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT
BILL OF MATERIALS
P-AVA-03 04/10/07 DISPENSER BUILDING FOR JET A-1 / LSDL AT TANK FARM
PIPING ISOMETRIC
P-AVA-03A 04/10/07 DISPENSER BUILDING FOR JET A-1 / LSDL AT TANK FARM
BILL OF MATERIALS
M-AVA-01 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
VENTILATION PLAN, SECTIONS & DETAILS
E-AVA-01 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT
ELECTRICAL PLAN, SECTIONS & DETAILS
E-AVA-01A 04/10/07 DISPENSER BUILDING FOR JET A-1 / LSDL AT TANK FARM
ELECTRICAL PLAN, SECTIONS & DETAILS
E-AVA-02 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT
ELECTRICAL DIAGRAMS & TERMINAL BLOCKS
E-AVA-02A 04/10/07 DISPENSER BUILDING FOR JET A-1 / LSDL AT TANK FARM
ELECTRICAL DIAGRAMS & TERMINAL BLOCKS
E-AVA-03 04/10/07 DISPENSER BUILDING FOR JET A-1 AVIATION FUEL AT AIRPORT AND JET A-1 / LSDL
REMOTE ELECTRICAL EQUIPMENT FOR DISPENSER AT AIRPORT
7. LIST OF STANDARD DRAWINGS
DRAWING # DATE DRAWING TITLE DRAWING # DATE DRAWING TITLE
• PETROLEUM PRODUCTS DIVISION • DEPARTMENT OF PUBLIC WORKS AND SERVICES • GOVERNMENT OF THE NORTHWEST TERRITORIES •
“SB”
A-SB-01 04/10/08 OPERATOR'S SHELTER BUILDING, FLOOR PLAN AND ELEVATION
A-SB-02 04/10/08 OPERATOR'S SHELTER BUILDING, SECTIONS AND DETAILS
A-SB-03 04/06/24 OPERATOR'S SHELTER BUILDING, DESK AND SHELVING DETAILS
S-SB-01 04/10/08 OPERATOR'S SHELTER BUILDING, SKID ASSEMBLY PLAN,
SECTION & DETAILS
E-SB-01 04/10/08 OPERATOR'S SHELTER BUILDING, ELECTRICAL PLAN,
ELEVATION, SCHEMATICS & DETAILS
E-SB-02 04/10/08 OPERATOR'S SHELTER BUILDING, ELECTRICAL PLAN, ELEVATION
& SCHEMATICS
“GP”
A-GP-01 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
FLOOR PLAN & ELEVATIONS
A-GP-02 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
SECTIONS & DETAILS
S-GP-01 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
SKID ASSEMBLY PLAN, SECTIONS & DETAILS
S-GP-02 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
DRIP PAN & METER SUPPORT, ANCHOR PLATE FOR HOSE REEL
& PUMP BASE SECTIONS & DETAILS
S-GP-03 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
SUPPORT & SAMPLE BARREL SECTIONS &DETAILS
P-GP-01 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
PIPING PLAN, SECTIONS & DETAILS
P-GP-02 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
PIPING ISOMETRIC
P-GP-02A 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
BILL OF MATERIALS
M-GP-01 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
VENTILATION PLAN, SECTIONS & DETAILS
E-GP-01 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
ELECTRICAL PLAN, SECTIONS & DETAILS
E-GP-02 04/10/05 DISPENSER BUILDING FOR GASOLINE / LSDL FUEL
ELECTRICAL DIAGRAMS & TERMINAL BLOCKS