On 19/20 March, two biodiversity, business and human rights events were organised by MCRB in Yangon: a multistakeholder consultation on the draft Briefing Paper, and a training session conducted by a number of international experts on biodiversity and environmental impact assessment (EIA) for around 70 representatives from companies, particularly EIA consultancies.
Read more: http://www.myanmar-responsiblebusiness.org/news/reinforcing-connections.html
Hidrocarburos extremos (2) Arenas Bituminosas. Samuel Martín-SosaEcologistas en Accion
Este documento describe el proceso de extracción de arenas bituminosas en Canadá, incluyendo los métodos in situ como pozos CSS, SAGD y minería a cielo abierto. Se estima que hay 4600 millones de barriles de bitumen recuperable durante 40 años de explotación a una tasa de 345000 barriles por día. Sin embargo, la extracción tiene significativos impactos ambientales como la contaminación de suelos, aguas y aire, así como emisiones de gases de efecto invernadero.
Dynamics of structures 5th edition chopra solutions manualSchneiderxds
Download at: https://goo.gl/bVUnH2
People also search:
dynamics of structures (5th edition) pdf
dynamics of structures chopra 5th edition pdf
dynamics of structures chopra 4th edition pdf
chopra dynamics of structures pdf
dynamics of structures theory and applications to earthquake engineering pdf
dynamics of structures anil k chopra
dynamics of structures chopra 3rd edition pdf
dynamics of structures: theory and applications to earthquake engineering 5th edition
The chemical explosion occurred in 1974 at the Nypro chemical plant in Flixborough, England due to the leakage of large amounts of flammable cyclohexane vapors. The explosion was one of the most serious industrial accidents in UK history. An investigation afterward found that a crack had formed in one of the cyclohexane reactors due to corrosion from nitrates in cooling water. On the day of the accident, the bypass pipe connecting two reactors ruptured, releasing a large cloud of hot cyclohexane that ignited, killing 28 people. The accident was caused by deficiencies in the bypass piping system and insufficient nitrogen on hand to control the oxidation reaction.
This document provides a summary of the structural design considerations for a proposed 15,000 capacity cricket stadium in Providence, Guyana. It outlines the design philosophy, loads, materials and standards used. The main structures include stands, pavilions, service buildings on pile foundations. Beams, slabs and columns will be concrete or structural steel. Loads accounted for include dead loads, occupancy live loads, and wind loads per relevant British standards. Concrete grade and reinforcement sizes are specified.
Discover how you can use concrete lego blocks to solve many civil engineering problems. Learn how to value engineer your next project with concrete lego blocks. They are excellent for the construction of a number of retaining walls including, gravity retaining walls, reinforced block retaining walls and inclined retaining walls
The Exxon Valdez oil spill occurred in 1989 in Prince William Sound, Alaska, spilling 11 million gallons of crude oil. Cleanup methods included burning, mechanical cleanup using booms and skimming, and chemical dispersants. The spill had devastating environmental impacts, harming animals and plants, destroying wildlife habitat, and damaging beaches and fragile ecosystems. It also caused economic hardship through losses in fisheries, tourism, and bankruptcies. Litigation resulted in billions paid in cleanup costs, fines, and damages.
The document provides derivations of design equations for reinforced concrete beams. It begins by deriving the equation for maximum moment capacity of a singly reinforced beam based on concrete strength as M=0.167*fck*b*d^2. It then derives equations for doubly reinforced beams where compression steel is also required. The document further derives equations for design of flanged beams depending on whether the neutral axis lies within the flange or web. It concludes by outlining design procedures for singly and doubly reinforced beams.
Hidrocarburos extremos (2) Arenas Bituminosas. Samuel Martín-SosaEcologistas en Accion
Este documento describe el proceso de extracción de arenas bituminosas en Canadá, incluyendo los métodos in situ como pozos CSS, SAGD y minería a cielo abierto. Se estima que hay 4600 millones de barriles de bitumen recuperable durante 40 años de explotación a una tasa de 345000 barriles por día. Sin embargo, la extracción tiene significativos impactos ambientales como la contaminación de suelos, aguas y aire, así como emisiones de gases de efecto invernadero.
Dynamics of structures 5th edition chopra solutions manualSchneiderxds
Download at: https://goo.gl/bVUnH2
People also search:
dynamics of structures (5th edition) pdf
dynamics of structures chopra 5th edition pdf
dynamics of structures chopra 4th edition pdf
chopra dynamics of structures pdf
dynamics of structures theory and applications to earthquake engineering pdf
dynamics of structures anil k chopra
dynamics of structures chopra 3rd edition pdf
dynamics of structures: theory and applications to earthquake engineering 5th edition
The chemical explosion occurred in 1974 at the Nypro chemical plant in Flixborough, England due to the leakage of large amounts of flammable cyclohexane vapors. The explosion was one of the most serious industrial accidents in UK history. An investigation afterward found that a crack had formed in one of the cyclohexane reactors due to corrosion from nitrates in cooling water. On the day of the accident, the bypass pipe connecting two reactors ruptured, releasing a large cloud of hot cyclohexane that ignited, killing 28 people. The accident was caused by deficiencies in the bypass piping system and insufficient nitrogen on hand to control the oxidation reaction.
This document provides a summary of the structural design considerations for a proposed 15,000 capacity cricket stadium in Providence, Guyana. It outlines the design philosophy, loads, materials and standards used. The main structures include stands, pavilions, service buildings on pile foundations. Beams, slabs and columns will be concrete or structural steel. Loads accounted for include dead loads, occupancy live loads, and wind loads per relevant British standards. Concrete grade and reinforcement sizes are specified.
Discover how you can use concrete lego blocks to solve many civil engineering problems. Learn how to value engineer your next project with concrete lego blocks. They are excellent for the construction of a number of retaining walls including, gravity retaining walls, reinforced block retaining walls and inclined retaining walls
The Exxon Valdez oil spill occurred in 1989 in Prince William Sound, Alaska, spilling 11 million gallons of crude oil. Cleanup methods included burning, mechanical cleanup using booms and skimming, and chemical dispersants. The spill had devastating environmental impacts, harming animals and plants, destroying wildlife habitat, and damaging beaches and fragile ecosystems. It also caused economic hardship through losses in fisheries, tourism, and bankruptcies. Litigation resulted in billions paid in cleanup costs, fines, and damages.
The document provides derivations of design equations for reinforced concrete beams. It begins by deriving the equation for maximum moment capacity of a singly reinforced beam based on concrete strength as M=0.167*fck*b*d^2. It then derives equations for doubly reinforced beams where compression steel is also required. The document further derives equations for design of flanged beams depending on whether the neutral axis lies within the flange or web. It concludes by outlining design procedures for singly and doubly reinforced beams.
This document appears to be a student design project submission for the design of an industrial chimney. It includes sections on the objectives, scope, overview and types of industrial chimneys. Key aspects of chimney design covered include applicable loads from self-weight, wind, temperature and seismic forces. Design of reinforced concrete chimneys is the focus, with descriptions of chimney parts, stresses, construction methods and references provided. The document aims to comprehensively cover the factors to consider when analyzing and designing an industrial reinforced concrete chimney.
This method statement provides instructions for repairing honeycombs in concrete structures. It outlines the materials needed, including epoxy, grout and microconcrete. It describes mobilizing the workforce and equipment. The method statement then details the procedures for surface preparation, identifying shallow or deep honeycombs, forming deep repairs, mixing materials, placing grout, and curing. Quality control measures include inspections according to approved test plans and checklists. Safety responsibilities are also assigned. The method statement aims to ensure repairs are completed according to project specifications, standards and health and safety requirements.
This document provides a standard operating procedure for expansion joints between concrete structures like columns, beams, and slabs. It outlines the materials, responsibilities, and step-by-step procedure for installing extruded aluminum plates and Shailtex boards for expansion joints that are 50mm or 100mm thick. The procedure involves surface preparation, cutting the Shailtex boards to size, placing them in the groove flush with the surface, securing them, cleaning the surface, and applying sealants. Records to be documented include request for inspections, level sheets, technical data sheets, and material test certificates.
This document provides information about a 5-day training course on Managed Pressure Drilling Operations taking place from November 30 to December 4, 2015 in Kuala Lumpur, Malaysia. The course will be led by Ian Davidson, an expert in well engineering with over 37 years of experience. The course will cover the basic principles of managed pressure drilling, how it addresses non-productive time problems, an overview of different managed pressure drilling methods, well design considerations, and equipment selection. Attendees will learn how to evaluate managed pressure drilling candidates, design managed pressure drilling programs, and evaluate project risks and economics.
This document provides details on the structural design of buried pipelines under various loading conditions according to British standards. It outlines assumptions made, references used, and notes on the design process. The design involves selecting an appropriate pipe strength and bedding combination that can withstand permanent and transient loads over the pipe's 120-year design life. Various parameters are calculated, such as soil and water loads, and checked against the pipe's minimum crushing strength to ensure it satisfies the required safety factor.
The document compares steel and concrete buildings, focusing on low-rise structures. It outlines several key advantages of steel buildings over concrete buildings, including greater design flexibility, faster construction, lower costs, easier modification, and higher strength-to-weight ratio. Steel buildings are also noted to perform better in seismic zones due to steel's ductility. The document provides a detailed evaluation criteria comparing various attributes of steel versus concrete structures such as spans, foundations, fabrication, quality control, safety, environment, and life-cycle costs. Both materials have pros and cons for building construction that must be weighed by businesses deciding between structural steel and reinforced concrete.
Report on field visit to dakhni oil fieldSaba Saif
This report summarizes a field trip to the Dhakni oil field led by Saba Saif and submitted to Mam Saima Akbar. The trip's purpose was to observe drilling, extraction, and processing of oil and gas. At the field, health and safety precautions were emphasized due to hazards like H2S gas. The report describes the field's location, accessibility, and production estimates. It also provides details on processing plants that separate hydrocarbons and H2S, produce natural gas, LPG, and sulfur. Throughout the field, controls and safety measures are in place to monitor and address issues like high pressure or gas leaks.
1. Seismic design involves careful planning, analysis, detailing, and construction to create earthquake-resistant structures.
2. Key steps in planning include making the building symmetrical, avoiding weak stories, selecting good materials, and following code provisions.
3. Important aspects of design are analyzing structural elements to resist seismic forces, using techniques like shear walls and bracing, and ductile detailing of reinforcement.
4. Careful construction with quality materials and workmanship is also vital for seismic resistance.
Shoring systems and dewatering techniques are used for deep excavations in Dubai to retain soil and allow for vertical excavation faces. There are various shoring system options that include wood lagging, sheet piles, secant piles, contiguous piles, and tangent piles. Dewatering is also required and involves removing groundwater from the excavation site using techniques like sump pumps. Regulations in Dubai specify requirements for excavation slopes and dewatering.
This document provides information about biochemical oxygen demand (BOD) including:
1. BOD is a measure of the oxygen used by microorganisms to decompose organic waste in water. A high BOD level indicates a large amount of decomposable organic waste.
2. The key difference between biochemical oxygen demand and biological oxygen demand is that BOD measures oxygen used to oxidize inorganic materials like sulfides in addition to decomposing organic matter, while biological oxygen demand only measures oxygen used for decomposing organic substances.
3. BOD tests are used to determine pollution levels, design treatment methods, and evaluate treatment plant performance by measuring how much oxygen is depleted during the decomposition of organic matter.
TH. hill casing failures training course Presentation 2010Hamidreza Shobeyri
The document discusses common failure modes in casing such as pressure-related failures from burst or collapse, tension-related failures from tube fracture or buckling, and brittle fractures from environmental cracking or naturally brittle materials. It provides details on the causes and mechanisms of different failure types and recommends mitigation steps such as using proper design factors, inspecting materials thoroughly, minimizing casing wear, and ensuring proper connection makeup. The discussion focuses on preventing failures by selecting appropriate casing grades and properties based on factors like hardness, hydrogen sulfide concentration, tensile stress levels, and temperature.
The document discusses the design of steel structures according to BS 5950. It provides definitions for key terms related to steel structural elements and their design. These include beams, columns, connections, buckling resistance, capacity, and more. It then discusses the design process and different types of structural forms like tension members, compression members, beams, trusses, and frames. The properties of structural steel and stress-strain behavior are also covered. Methods for designing tension members, including consideration of cross-sectional area and end connections, are outlined.
PET and PC are commonly used plastics for bottled water due to their resistance to chemicals, strength, and transparency. However, additives like plasticizers, coloring agents, and heat stabilizers used in plastic production can leach into the water over time, especially under conditions like prolonged storage, high temperatures, and UV exposure. These leached chemicals include endocrine disrupting substances like BPA and phthalates that can impact human health. To minimize chemical leaching, bottled water should be stored at room temperature without sunlight, bottles should not be reused or filled with hot water, and storage time should be reduced.
This document provides guidance for designing, analyzing, and constructing concrete-pedestal elevated water storage tanks. It covers materials, construction requirements, structural load determination, design of concrete elements and foundations, and appurtenances. The document presents recommendations based on successful experience for the unique aspects of designing and building concrete-pedestal water tanks, which range in size from 100,000 to 3,000,000 gallons. It refers to other codes and standards, such as ACI 318, for general concrete design requirements.
Book for Beginners, RCC Design by ETABSYousuf Dinar
Advancement of softwares is main cause behind comparatively quick and simple
design while avoiding complexity and time consuming manual procedure. However
mistake or mislead could be happened during designing the structures because of not
knowing the proper procedure depending on the situation. Design book based on
manual or hand design is sometimes time consuming and could not be good aids with
softwares as several steps are shorten during finite element modeling. This book may
work as a general learning hand book which bridges the software and the manual
design properly. The writers of this book used linear static analysis under BNBC and
ACI code to generate a six story residential building which could withstand wind load
of 210 kmph and seismic event of that region. The building is assumed to be designed
in Dhaka, Bangladesh under RAJUK rules to get legality of that concern organization.
For easy and explained understanding the book chapters are oriented in 2 parts. Part A
is concern about modeling and analysis which completed in only one chapter. Part B
is organized with 8 chapters. From chapter 1 to 7 the writers designed the model
building and explained with references how to consider during design so that
creativity of readers could not be threated. Chapter 8 is dedicated for estimation. As a
whole the book will help the readers to experience a building construction related all
facts and how to progress in design. Although the volume I is limited to linear static
analysis, upcoming volume will eventually consider dynamic facts to perform
dynamic analysis. Implemented equations are organized in the appendix section for
easy memorizing.
BNBC and other codes are improving and expending day by day, by covering new
and improved information as civil engineering is a vast field to continue the research.
Before designing something or taking decision judge the contemporary codes and
choose data, equations, factors and coefficient from the updated one.
Book for Beginners series is basic learning book of YDAS outlines. Here only
rectangular grid system modeling and a particular model is shown. Round shape grid
is avoided to keep the study simple. No advanced analysis is described and it is kept
simple for beginners. Only two way slab is elaborated with direct design method,
avoiding other procedures. In case of beam, only flexural and shear designs are made.
T- Beam, L- Beam or other shapes are not shown as rectangular beam was enough for
this study. Bi-axial column and foundation design is not shown. During column and
foundation design only pure axial load is considered. Use of interaction diagram is not
shown in manual design. Load centered isolated and combined footing designs are
shown, avoiding eccentric loading conditions. Pile and pile cap design, Mat
foundation design, strap footing design and sand pile concept are not included in this
Design of concrete structures-Nilson-15th-EditionBahzad5
DESIGN of
CONCRETE
STRUCTURES
Fifteenth Edition
David Darwin
Ph.D., P.E., Distinguished Member of ASCE
Fellow of ACI, Fellow of SEI
Deane E. Ackers Distinguished Professor and Chair
of Civil, Environmental & Architectural Engineering
University of Kansas
Charles W. Dolan
Ph.D., P.E., Honorary Member of ACI
Fellow of PCI
H. T. Person Professor of Engineering, Emeritus
University of Wyoming
Arthur H. Nilson
Ph.D., P.E., Honorary Member of ACI
Fellow of ASCE
Late Professor of Structural Engineering
Cornell University
Erbil Polytechnic University
Erbil Technical Engineering College
#Reinforced Concrete.
The document discusses the design and construction considerations for reinforced concrete structures used in water utilities. It provides examples of structures like water tanks and describes advantages like durability and adaptability. The document outlines design factors to consider such as seismic loads, buoyancy, and security. It also discusses construction considerations including proper adherence to specifications, waterproofing, concrete mix design, placement, curing, and testing. Reinforced concrete requires proper engineering, construction practices, and ongoing maintenance to ensure long-term structural success.
Direct Assessment ECDA Program DevelopmentMTS Webmaster
The document discusses the requirements and process for conducting an external corrosion direct assessment (ECDA) on gas transmission pipelines located in high consequence areas. The key points are:
1. An ECDA involves a 4-step process of pre-assessment, indirect examinations, direct examinations, and post-assessment to evaluate external corrosion risk.
2. The pre-assessment step involves collecting pipeline data and using it to identify ECDA regions and select appropriate indirect inspection tools.
3. Indirect inspections are then conducted using two or more tools to identify and classify corrosion indications by severity. Direct examinations are then focused on the most severe indications.
4. The post-assessment step defines reassessment intervals
The document discusses various drilling problems including pipe sticking, lost circulation, hole deviation, pipe failures, borehole instability, mud contamination, and formation damage. It provides details on the causes and indicators of each problem as well as methods for minimizing and addressing each issue when it occurs. Key problems covered are differential pipe sticking due to pressure differences embedding the pipe in the mud cake, mechanical sticking from cuttings accumulation, lost circulation from fractured or porous formations, and borehole instability from stresses or fluid interaction damaging the hole.
Offshore jack ups middle east 2014 01-finalLim Allister
The document discusses various sources of waste discharge from offshore oil and gas activities and their potential impacts. It covers waste from drilling activities like drilling muds and cuttings, produced water, emissions from production and processing. Seismic surveys are also mentioned as a source of underwater noise that can harm marine life. The objectives are to protect the environment, ecosystems, and endangered species while preventing toxic discharge into the oceans from offshore oil and gas operations.
This document appears to be a student design project submission for the design of an industrial chimney. It includes sections on the objectives, scope, overview and types of industrial chimneys. Key aspects of chimney design covered include applicable loads from self-weight, wind, temperature and seismic forces. Design of reinforced concrete chimneys is the focus, with descriptions of chimney parts, stresses, construction methods and references provided. The document aims to comprehensively cover the factors to consider when analyzing and designing an industrial reinforced concrete chimney.
This method statement provides instructions for repairing honeycombs in concrete structures. It outlines the materials needed, including epoxy, grout and microconcrete. It describes mobilizing the workforce and equipment. The method statement then details the procedures for surface preparation, identifying shallow or deep honeycombs, forming deep repairs, mixing materials, placing grout, and curing. Quality control measures include inspections according to approved test plans and checklists. Safety responsibilities are also assigned. The method statement aims to ensure repairs are completed according to project specifications, standards and health and safety requirements.
This document provides a standard operating procedure for expansion joints between concrete structures like columns, beams, and slabs. It outlines the materials, responsibilities, and step-by-step procedure for installing extruded aluminum plates and Shailtex boards for expansion joints that are 50mm or 100mm thick. The procedure involves surface preparation, cutting the Shailtex boards to size, placing them in the groove flush with the surface, securing them, cleaning the surface, and applying sealants. Records to be documented include request for inspections, level sheets, technical data sheets, and material test certificates.
This document provides information about a 5-day training course on Managed Pressure Drilling Operations taking place from November 30 to December 4, 2015 in Kuala Lumpur, Malaysia. The course will be led by Ian Davidson, an expert in well engineering with over 37 years of experience. The course will cover the basic principles of managed pressure drilling, how it addresses non-productive time problems, an overview of different managed pressure drilling methods, well design considerations, and equipment selection. Attendees will learn how to evaluate managed pressure drilling candidates, design managed pressure drilling programs, and evaluate project risks and economics.
This document provides details on the structural design of buried pipelines under various loading conditions according to British standards. It outlines assumptions made, references used, and notes on the design process. The design involves selecting an appropriate pipe strength and bedding combination that can withstand permanent and transient loads over the pipe's 120-year design life. Various parameters are calculated, such as soil and water loads, and checked against the pipe's minimum crushing strength to ensure it satisfies the required safety factor.
The document compares steel and concrete buildings, focusing on low-rise structures. It outlines several key advantages of steel buildings over concrete buildings, including greater design flexibility, faster construction, lower costs, easier modification, and higher strength-to-weight ratio. Steel buildings are also noted to perform better in seismic zones due to steel's ductility. The document provides a detailed evaluation criteria comparing various attributes of steel versus concrete structures such as spans, foundations, fabrication, quality control, safety, environment, and life-cycle costs. Both materials have pros and cons for building construction that must be weighed by businesses deciding between structural steel and reinforced concrete.
Report on field visit to dakhni oil fieldSaba Saif
This report summarizes a field trip to the Dhakni oil field led by Saba Saif and submitted to Mam Saima Akbar. The trip's purpose was to observe drilling, extraction, and processing of oil and gas. At the field, health and safety precautions were emphasized due to hazards like H2S gas. The report describes the field's location, accessibility, and production estimates. It also provides details on processing plants that separate hydrocarbons and H2S, produce natural gas, LPG, and sulfur. Throughout the field, controls and safety measures are in place to monitor and address issues like high pressure or gas leaks.
1. Seismic design involves careful planning, analysis, detailing, and construction to create earthquake-resistant structures.
2. Key steps in planning include making the building symmetrical, avoiding weak stories, selecting good materials, and following code provisions.
3. Important aspects of design are analyzing structural elements to resist seismic forces, using techniques like shear walls and bracing, and ductile detailing of reinforcement.
4. Careful construction with quality materials and workmanship is also vital for seismic resistance.
Shoring systems and dewatering techniques are used for deep excavations in Dubai to retain soil and allow for vertical excavation faces. There are various shoring system options that include wood lagging, sheet piles, secant piles, contiguous piles, and tangent piles. Dewatering is also required and involves removing groundwater from the excavation site using techniques like sump pumps. Regulations in Dubai specify requirements for excavation slopes and dewatering.
This document provides information about biochemical oxygen demand (BOD) including:
1. BOD is a measure of the oxygen used by microorganisms to decompose organic waste in water. A high BOD level indicates a large amount of decomposable organic waste.
2. The key difference between biochemical oxygen demand and biological oxygen demand is that BOD measures oxygen used to oxidize inorganic materials like sulfides in addition to decomposing organic matter, while biological oxygen demand only measures oxygen used for decomposing organic substances.
3. BOD tests are used to determine pollution levels, design treatment methods, and evaluate treatment plant performance by measuring how much oxygen is depleted during the decomposition of organic matter.
TH. hill casing failures training course Presentation 2010Hamidreza Shobeyri
The document discusses common failure modes in casing such as pressure-related failures from burst or collapse, tension-related failures from tube fracture or buckling, and brittle fractures from environmental cracking or naturally brittle materials. It provides details on the causes and mechanisms of different failure types and recommends mitigation steps such as using proper design factors, inspecting materials thoroughly, minimizing casing wear, and ensuring proper connection makeup. The discussion focuses on preventing failures by selecting appropriate casing grades and properties based on factors like hardness, hydrogen sulfide concentration, tensile stress levels, and temperature.
The document discusses the design of steel structures according to BS 5950. It provides definitions for key terms related to steel structural elements and their design. These include beams, columns, connections, buckling resistance, capacity, and more. It then discusses the design process and different types of structural forms like tension members, compression members, beams, trusses, and frames. The properties of structural steel and stress-strain behavior are also covered. Methods for designing tension members, including consideration of cross-sectional area and end connections, are outlined.
PET and PC are commonly used plastics for bottled water due to their resistance to chemicals, strength, and transparency. However, additives like plasticizers, coloring agents, and heat stabilizers used in plastic production can leach into the water over time, especially under conditions like prolonged storage, high temperatures, and UV exposure. These leached chemicals include endocrine disrupting substances like BPA and phthalates that can impact human health. To minimize chemical leaching, bottled water should be stored at room temperature without sunlight, bottles should not be reused or filled with hot water, and storage time should be reduced.
This document provides guidance for designing, analyzing, and constructing concrete-pedestal elevated water storage tanks. It covers materials, construction requirements, structural load determination, design of concrete elements and foundations, and appurtenances. The document presents recommendations based on successful experience for the unique aspects of designing and building concrete-pedestal water tanks, which range in size from 100,000 to 3,000,000 gallons. It refers to other codes and standards, such as ACI 318, for general concrete design requirements.
Book for Beginners, RCC Design by ETABSYousuf Dinar
Advancement of softwares is main cause behind comparatively quick and simple
design while avoiding complexity and time consuming manual procedure. However
mistake or mislead could be happened during designing the structures because of not
knowing the proper procedure depending on the situation. Design book based on
manual or hand design is sometimes time consuming and could not be good aids with
softwares as several steps are shorten during finite element modeling. This book may
work as a general learning hand book which bridges the software and the manual
design properly. The writers of this book used linear static analysis under BNBC and
ACI code to generate a six story residential building which could withstand wind load
of 210 kmph and seismic event of that region. The building is assumed to be designed
in Dhaka, Bangladesh under RAJUK rules to get legality of that concern organization.
For easy and explained understanding the book chapters are oriented in 2 parts. Part A
is concern about modeling and analysis which completed in only one chapter. Part B
is organized with 8 chapters. From chapter 1 to 7 the writers designed the model
building and explained with references how to consider during design so that
creativity of readers could not be threated. Chapter 8 is dedicated for estimation. As a
whole the book will help the readers to experience a building construction related all
facts and how to progress in design. Although the volume I is limited to linear static
analysis, upcoming volume will eventually consider dynamic facts to perform
dynamic analysis. Implemented equations are organized in the appendix section for
easy memorizing.
BNBC and other codes are improving and expending day by day, by covering new
and improved information as civil engineering is a vast field to continue the research.
Before designing something or taking decision judge the contemporary codes and
choose data, equations, factors and coefficient from the updated one.
Book for Beginners series is basic learning book of YDAS outlines. Here only
rectangular grid system modeling and a particular model is shown. Round shape grid
is avoided to keep the study simple. No advanced analysis is described and it is kept
simple for beginners. Only two way slab is elaborated with direct design method,
avoiding other procedures. In case of beam, only flexural and shear designs are made.
T- Beam, L- Beam or other shapes are not shown as rectangular beam was enough for
this study. Bi-axial column and foundation design is not shown. During column and
foundation design only pure axial load is considered. Use of interaction diagram is not
shown in manual design. Load centered isolated and combined footing designs are
shown, avoiding eccentric loading conditions. Pile and pile cap design, Mat
foundation design, strap footing design and sand pile concept are not included in this
Design of concrete structures-Nilson-15th-EditionBahzad5
DESIGN of
CONCRETE
STRUCTURES
Fifteenth Edition
David Darwin
Ph.D., P.E., Distinguished Member of ASCE
Fellow of ACI, Fellow of SEI
Deane E. Ackers Distinguished Professor and Chair
of Civil, Environmental & Architectural Engineering
University of Kansas
Charles W. Dolan
Ph.D., P.E., Honorary Member of ACI
Fellow of PCI
H. T. Person Professor of Engineering, Emeritus
University of Wyoming
Arthur H. Nilson
Ph.D., P.E., Honorary Member of ACI
Fellow of ASCE
Late Professor of Structural Engineering
Cornell University
Erbil Polytechnic University
Erbil Technical Engineering College
#Reinforced Concrete.
The document discusses the design and construction considerations for reinforced concrete structures used in water utilities. It provides examples of structures like water tanks and describes advantages like durability and adaptability. The document outlines design factors to consider such as seismic loads, buoyancy, and security. It also discusses construction considerations including proper adherence to specifications, waterproofing, concrete mix design, placement, curing, and testing. Reinforced concrete requires proper engineering, construction practices, and ongoing maintenance to ensure long-term structural success.
Direct Assessment ECDA Program DevelopmentMTS Webmaster
The document discusses the requirements and process for conducting an external corrosion direct assessment (ECDA) on gas transmission pipelines located in high consequence areas. The key points are:
1. An ECDA involves a 4-step process of pre-assessment, indirect examinations, direct examinations, and post-assessment to evaluate external corrosion risk.
2. The pre-assessment step involves collecting pipeline data and using it to identify ECDA regions and select appropriate indirect inspection tools.
3. Indirect inspections are then conducted using two or more tools to identify and classify corrosion indications by severity. Direct examinations are then focused on the most severe indications.
4. The post-assessment step defines reassessment intervals
The document discusses various drilling problems including pipe sticking, lost circulation, hole deviation, pipe failures, borehole instability, mud contamination, and formation damage. It provides details on the causes and indicators of each problem as well as methods for minimizing and addressing each issue when it occurs. Key problems covered are differential pipe sticking due to pressure differences embedding the pipe in the mud cake, mechanical sticking from cuttings accumulation, lost circulation from fractured or porous formations, and borehole instability from stresses or fluid interaction damaging the hole.
Offshore jack ups middle east 2014 01-finalLim Allister
The document discusses various sources of waste discharge from offshore oil and gas activities and their potential impacts. It covers waste from drilling activities like drilling muds and cuttings, produced water, emissions from production and processing. Seismic surveys are also mentioned as a source of underwater noise that can harm marine life. The objectives are to protect the environment, ecosystems, and endangered species while preventing toxic discharge into the oceans from offshore oil and gas operations.
This document summarizes research on the physical impacts of marine aggregate mining. Sidescan sonar and sediment sampling were used to analyze changes to seabed composition from dredging. Statistical analysis showed dredged sites had distinct sediment characteristics from undredged areas. Suspended sediment plumes from dredgers were also examined using ADCP and water sampling. Plumes could extend over 3km and contain dense cores transporting sediments long distances. Overall, the research found aggregate dredging altered seabed composition at dredged sites while plumes could disperse sediments far from dredging areas.
This document summarizes research on the physical impacts of marine aggregate mining. Sidescan sonar and sediment sampling were used to analyze changes to seabed composition from dredging. Statistical analysis showed dredged sites had distinct sediment characteristics from undredged areas. Suspended sediment plumes from dredgers were also examined using ADCP and water sampling. Plumes could extend over 3km and contain dense cores transporting sediments long distances. Overall, the research found aggregate dredging altered seabed composition at dredged sites while plumes could disperse sediments far from dredging areas.
This document discusses marine pollution, its causes, effects, and policy responses. It begins by defining marine pollution as the introduction of toxic substances into ocean waters from human activities. The major causes are identified as land-based pollution from sewage, industrial chemicals, plastics, and oil spills. Effects include harm to marine animals and ecosystems, disruption of coral reefs, depletion of oxygen, and impacts on human health. International agreements like MARPOL and UNCLOS aim to control pollution and protect marine environments.
This document discusses potential oil pollution areas in the Turkish Straits System, which includes the Marmara Sea, Strait of Istanbul, and Strait of Canakkale. It identifies several key areas that are at risk of oil pollution from vessel operations, including the entrance and exit points of the straits, Istanbul anchorage areas, and areas with high vessel traffic or ports. The document also discusses the main sources of marine pollution like oil, how ship operations can cause illegal discharges, and reasons why ships may illegally discharge bilge water and sludge, posing risks to the Turkish Straits System.
Marine Pollution Control. - Dr. J.S. Pandey Ecotist
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This document discusses various structural and non-structural measures to address environmental problems along coasts. Structural measures include sea walls, dykes, groins, and storm surge barriers to protect against flooding and erosion. Non-structural measures include growing sand dunes, beach nourishment, and using bio-shields like mangroves and coral reefs. These natural barriers can protect coasts from hazards caused by storms, tsunamis, and oil spills while also stabilizing shorelines and providing habitats. Both structural and non-structural solutions require careful consideration of environmental impacts and limits to effectiveness.
This document discusses various structural and non-structural measures to address environmental problems along coasts. Structural measures include sea walls, dykes, groins, and storm surge barriers to protect against flooding and erosion. Non-structural measures include growing sand dunes, beach nourishment, and using bio-shields like mangroves and coral reefs. These natural barriers can protect coasts from hazards caused by storms, tsunamis, and oil spills while also stabilizing shorelines and harboring marine life. Both structural and non-structural solutions require careful planning and maintenance to sustain coastal protection effectively.
The document summarizes research on the physical impacts of marine aggregate mining. Sidescan sonar and sediment sampling were used to study changes to seabed composition from dredging. ADCP and water sampling showed plumes of suspended sediments can extend kilometers from dredging vessels. Dredging results in shallow furrows from trailing dredges and deeper pits from anchored dredges. Statistical analysis found mined sites had distinct sediment characteristics from surrounding areas.
The Deepwater Horizon oil spill was a major industrial disaster that occurred on April 20, 2010 in the Gulf of Mexico. It was considered the largest marine oil spill in U.S. history. The spill began after an explosion on the Deepwater Horizon drilling rig and resulted in approximately 134 million gallons of oil being released into the Gulf over 87 days. The spill had devastating environmental impacts, contaminating over 1,600 km of shoreline and closing over 20 million hectares of fishing waters. Advanced technologies and methods were used to contain the spill and clean up the oil, but it caused major damage to ecosystems and coastal communities in the Gulf. Proper planning, training, and risk mitigation are essential to preventing and responding to future
Oil spillage,current scenario,cause and human impact.pptxPrashantRaj100
The document discusses oil spillage, including causes such as accidents involving tankers and drilling rigs. It outlines various human and environmental impacts of oil spills, such as threats to wildlife and air and water pollution. Methods for controlling and cleaning up oil spills are described, like using oil booms, skimmers, and dispersants. Regulations around oil spills and the agencies that oversee prevention and response efforts are also summarized.
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This document provides information about coastal zone management in India. It defines coastal zones and notes that India has over 8,129 km of coastline. It describes the various ecosystems found in coastal zones, like mangroves, coral reefs, and lagoons. It also discusses threats to coastal zones from natural hazards as well as human activities such as pollution, urbanization, and resource exploitation. The document outlines India's legal framework for coastal zone management, including the Coastal Regulation Zone notification of 1991, and the roles of the Coastal Zone Management Authority.
The document discusses disaster management and pollution caused by oil spills. It provides details about an oil spill incident involving the MSC Chitra collision off the coast of Mumbai, India in 2010. The collision resulted in an oil spill of around 400 tonnes. The Indian Coast Guard responded by deploying ships, helicopters and aircraft to monitor the spill and guide cleanup efforts. A salvage company was also hired to salvage containers and resurface the damaged vessel. While the response was largely successful, the document notes there is still room for improvement in areas like logistics, communications and customs clearance during emergencies.
1. The document summarizes potential environmental impacts from a proposed coastal project, mitigation measures, residual impacts, and monitoring methods. Receptors include coastal processes, geology, water and sediment quality, benthic and coastal ecology, terrestrial ecology, marine mammals, ornithology, navigation, and fisheries.
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3. Specific impacts addressed include increased sediment during construction, impacts on MCZ designations, changes to coastal erosion patterns, underwater noise effects on marine mammals, impacts on
This document discusses various types of sea water pollution including chemicals, metals, radioactive substances, solid waste, oil, sewage, and agricultural runoff. Major pollutants released into the oceans include billions of tons of ballast water, trillions of gallons of sewage, millions of tons of oil and solid waste. Heavy metals like mercury, lead and copper released from human activities pose serious threats as they accumulate in the food chain. Pollution has severe negative effects on marine life and ecosystems as well as public health. Prevention of pollution through changes in human attitudes and behaviors is important since the impacts of pollution on the environment can be long-lasting and irreversible.
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On 12 January, the Embassy of Israel in Myanmar in collaboration with the Myanmar Centre for Responsible Business (MCRB), Myanmar-Israel Chamber of Commerce, Industry and Innovation (MICCI), and Access Israel held a webinar to share experiences on the role of businesses in making their products and/or services more accessible and inclusive for persons with disabilities in Myanmar.
Read more: https://www.myanmar-responsiblebusiness.org/news/assistive-technologies-b2c-services.html
On 12 January, the Embassy of Israel in Myanmar in collaboration with the Myanmar Centre for Responsible Business (MCRB), Myanmar-Israel Chamber of Commerce, Industry and Innovation (MICCI), and Access Israel held a webinar to share experiences on the role of businesses in making their products and/or services more accessible and inclusive for persons with disabilities in Myanmar.
Read more: https://www.myanmar-responsiblebusiness.org/news/assistive-technologies-b2c-services.html
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Read more: https://www.myanmar-responsiblebusiness.org/news/assistive-technologies-b2c-services.html
Labour Issues in the Telecom Sector: Myanmar Labour Laws and Reform PlansEthical Sector
MCRB with the support of mobile operators Telenor and Ooredoo and the participation of the Factories and General Labour Laws Inspection Department (FGLLID) of the Ministry of Labour, Immigration and Population (MOLIP), facilitated a peer-to-peer workshop on 7 October 2016 for mobile network operators and tier 1 and tier 2 subcontractors, and consultants.
Read more: https://www.myanmar-responsiblebusiness.org/news/discussion-issues-telecom-sector.html
Community Grievance Management ExperiencesEthical Sector
MCRB with the support of mobile operators Telenor and Ooredoo and the participation of the Factories and General Labour Laws Inspection Department (FGLLID) of the Ministry of Labour, Immigration and Population (MOLIP), facilitated a peer-to-peer workshop on 7 October 2016 for mobile network operators and tier 1 and tier 2 subcontractors, and consultants.
Read more: https://www.myanmar-responsiblebusiness.org/news/discussion-issues-telecom-sector.html
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Read more: https://www.myanmar-responsiblebusiness.org/news/discussion-issues-telecom-sector.html
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On 26 November 2020, MCRB held its first virtual roundtable discussion series with Civil Society Organizations on “Extractives and Inclusive Business”.
Read more: https://www.myanmar-responsiblebusiness.org/news/virtual-roundtable-discussion-extractives-and-inclusive-business.html
On September 25, 2020, AirQualityAsia in cooperation with Green Economy Caucus (GEC), House of Representatives, Indonesia organized a webinar on the theme “Raising Awareness towards Pollution and Its Impacts to Human Health.”
Read more: https://www.airqualityasia.org/news/raising-awareness-towards-pollution.html
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On September 25, 2020, AirQualityAsia in cooperation with Green Economy Caucus (GEC), House of Representatives, Indonesia organized a webinar on the theme “Raising Awareness towards Pollution and Its Impacts to Human Health.”
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On September 25, 2020, AirQualityAsia in cooperation with Green Economy Caucus (GEC), House of Representatives, Indonesia organized a webinar on the theme “Raising Awareness towards Pollution and Its Impacts to Human Health.”
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Read more: https://www.myanmar-responsiblebusiness.org/news/persons-with-disabilities-covid-19.html
Launch of the 2020 Pwint Thit Sa Report research phaseEthical Sector
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Read more: https://www.myanmar-responsiblebusiness.org/pwint-thit-sa/2020.html
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Read more: https://www.myanmar-responsiblebusiness.org/pwint-thit-sa/2020.html
Business & Digital Rights (Myanmar Business Associations Status)Ethical Sector
The Fourth Myanmar Digital Rights Forum took place on 28/29 February 2020 at Rose Garden Hotel, Yangon attended by over 350 participants, including senior government officials, MPs, civil society organisations, media, businesses and international human rights and digital rights experts and academics.
Read more: https://www.myanmar-responsiblebusiness.org/news/digital-rights-forum-2020.html
The Fourth Myanmar Digital Rights Forum took place on 28/29 February 2020 at Rose Garden Hotel, Yangon attended by over 350 participants, including senior government officials, MPs, civil society organisations, media, businesses and international human rights and digital rights experts and academics.
Read more: https://www.myanmar-responsiblebusiness.org/news/digital-rights-forum-2020.html
This document summarizes the findings of a survey and complaints received by the Myanmar Consumers Union regarding e-commerce. It shows that while consumers recognize some advantages of e-commerce, many have also experienced direct problems like not receiving goods after payment. Common issues involved ordering from overseas websites and being unable to get refunds once the sites disappeared. Mobile payments also led to instances of funds being withdrawn without authorization. The document concludes that while Myanmar has consumer protection laws, many consumers remain unaware of their rights and how to seek dispute resolution. It raises the need for an e-commerce law or regulations regarding cyber security.
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Presentation by Julie Topoleski, CBO’s Director of Labor, Income Security, and Long-Term Analysis, at the 16th Annual Meeting of the OECD Working Party of Parliamentary Budget Officials and Independent Fiscal Institutions.
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The Power of Community Newsletters: A Case Study from Wolverton and Greenleys...Scribe
YOU WILL DISCOVER:
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Dive into the success story of Wolverton and Greenleys Town Council's newsletter in this insightful webinar. Hear from Mandy Shipp and Jemma English about the newsletter's journey from its inception to becoming a vital part of their community's communication, including its history, production process, and revenue generation through advertising. Discover the reasons behind outsourcing its design and the benefits this brought. Ideal for anyone involved in community engagement or interested in starting their own newsletter.
4. 4
Marine environment
Biodiversity – the variety of living things
(species, habitats, communities, ecosystems)
> About 8.7 million (± 1.3 million) species on Earth
> 6.5 million species on land
> 2.2 million in oceans
Estimated that 86% of all species on land and 91% of those
in the seas have yet to be discovered and described
5. 5
Marine environment
Why is marine biodiversity important?
> Primary productivity
– ~50% of primary production worldwide by phytoplankton
– ~50 to 85% of world’s oxygen produced by phytoplankton
photosynthesis
– Most of the transfer of CO2 from the atmosphere to the
ocean is by phytoplankton
> Creation of habitats (mangroves, coral reefs)
> Nutrient storage and recycling
> Food and livelihoods
6. 6
Marine environment
From coast to deep sea…
> Shorelines (rocky, sandy, muddy)
> Estuaries, mangroves, seagrass meadows, coral reefs
> Continental shelf sedimentary habitats (muds, sands, mixed
sediments)
> Continental slope and deep sea habitats (canyons, sea
mounts, mud volcanoes, carbonate mounds, deep / cold
water corals)
> Plankton, benthos, fish, other pelagic animals, reptiles,
marine mammals, seabirds
7. 7
Marine environment
Biodiversity in the oceans has decreased dramatically
since industrialisation began in the 19th century due to:
> Overfishing / demand for food
> Pollution and eutrophication of the seas
> Climate change
8. 8
Myanmar marine environment
Myanmar marine biodiversity atlas:
> An excellent source for good quality data – easily available
> Online portal; GIS downloads
> Synoptic climate and oceanographic data
> Bathymetry
> Marine and coastal habitats
> Biodiversity
– Key biodiversity areas
– Marine protected areas (all coastal)
– Some distribution data – sharks, prawns,
cephalopods, dugong
– Some fisheries information
– However, little information at this stage on deep sea
habitats (particularly fragile)
9. 9
Oil and gas sector
Offshore oil and gas sector…
Myanmar
Sequence of activities
Types of impacts
Mitigation
10. 10
Oil and gas sector
Worldwide, the oil and gas
industry has been operating for a
long time offshore
Impacts are broadly understood in
terms of approaches to
assessment and mitigation
Good international industry
practices – in step with ESIA
processes evolution
11. 11
Oil and gas sector
Oil and gas in Myanmar – since
1853
Industry nationalised in 1962
Offshore fields discovered since
1980s:
e.g. Shwe, Yetagun, Yadana
Major natural gas and petroleum
producer in Asia
Mostly gas, some oil
Exports to China and Thailand
12. 12
Oil and gas sector
Sequence of activities (oil & gas ‘life
cycle’)
> Exploration – seismic survey,
exploration drilling
> Construction / development –
installation of platforms, floating
production facilities, pipelines
> Decommissioning – reverse of
construction / development
13. 13
Oil and gas sector
Types of impacts
> Emissions to atmosphere
> Discharges to sea
> Disturbance to seabed (cuttings
discharges, anchoring, infrastructure
installation)
> Underwater noise (effects on fish,
reptiles and marine mammals)
> Interaction with coast / sea users
> Impacts from unplanned events (e.g.
oil spill)
14. 14
Seismic survey
The first part of exploration offshore
> Survey vessel and support vessel (chase boat)
> Towed noise source (air guns)
> Towed array of long streamers with geophone receivers and tail buoy
Potential impacts
> Loud noise underwater:
– Injury or disturbance to marine mammals, fish, turtles
– Physical interactions with wildlife
> Interactions with other sea users (e.g. fishing, shipping)
> Emissions from fuel combustion
> Deck drainage, grey / black water discharges
Mitigation examples
> Knowledge of how marine mammals, fish and other sea users use the area
> Avoidance of peak sensitivities (seasonal)
> Use of Marine Mammal Observer and recognised mitigation guidance
> Noise modelling to predict likely impacts
> Fisheries consultation in advance
> Fisheries Liaison Officer on board
> Towed array and tail buoy turtle-friendly
> Vessel and systems compliant with MARPOL convention
15. 15
Exploration drilling
The second step in exploration offshore
> Mobile offshore drilling unit:
– Jack-up (to 150m), semi-submersible (shallow-deep), drill ship (deep)
> Anchoring or dynamic positioning
> Support vessels:
– Tugs / anchor handlers, emergency response vessel, supply ship, helicopter flights
> Drilling with cuttings discharges
> Possible use of small seismic air guns
Potential impacts
> Discharge of cuttings and chemicals through water to seabed (impact to water column,
seabed and biota including fish spawning areas)
> Physical disturbance of seabed by anchors (impact to seabed and communities)
> Loud noise underwater – drilling, air guns / piling, or dynamic positioning systems (injury or
disturbance to marine mammals, fish, turtles)
> Exclusion to other sea users (e.g. fishing, shipping)
> Emissions from flaring during well clean / test
> Emissions from fuel combustion
> Deck drainage, grey / black water discharges, ballast water discharge
> Possible accidental events (blow-out, collision) resulting in oil spill
16. 16
Exploration drilling
Mitigation examples for drilling discharges
> Compliance with chemical selection procedures and good international industry practice
(use of benign chemicals, minimise use and discharge)
> Benthic survey work to understand seabed type and communities present at location
> Drill cuttings and mud dispersion modelling to understand fate
> Area of seabed disturbance very small, temporary (good recovery potential)
Mitigation examples for underwater noise
> Avoidance of peak sensitivities (seasonal)
> Use of Marine Mammal Observer and recognised mitigation guidance
> Noise modelling to predict likely impacts
> Fisheries consultation in advance
Routine vessel emissions and discharges mitigation
> Rig, vessels and systems compliant with MARPOL convention
Flaring emissions mitigation
> Minimise duration (usually <48hrs)
> Good international industry practice
Accidental event mitigation
> Blow-out preventer (BOP) and good international industry practice
> Oil spill modelling, contingency planning and resourcing
> Patrolled 500m safety exclusion zone
17. 17
Drill cuttings dispersion modelling
Example of modelling output
> Single well in 800m using water-based muds
> Top-hole cuttings as seabed discharge, plus deeper sections treated and discharged
through water column
Key results
> Cuttings pile expected to be around 2.5m thick at centre
> Dimensions of area with >10mm thickness of cuttings (blue area) is 75m wide
> Dimensions of area with >1.0mm thickness of cuttings (dark green area) is 400m long by
300m wide
> Full recovery predicted within 5 years
> Impact due mostly to smothering and introduction of different sediment type
> Predictions in line with observations of ecological impact from monitoring carried out around
wells worldwide since 1970s
Footprint of drilling on seabed (one well)
> Drill cuttings to 1.0mm thickness ~0.13km2
> Anchoring (8 anchors, each with 1km of line on seabed) ~0.08km2
> For comparison, 500m safety zone = 0.8km2
19. 19
Development
Typical offshore development may comprise
> Development drilling (multiple wells at one or more locations)
> Installation of production platforms or floating production units, with anchor system
> Installation of wellheads, production trees, manifolds on seabed, and pipelines
Development activities – Drilling / Construction / installation phase 1 – 2 years?
> Mobile offshore drilling unit and support vessels:
– Drilling discharges
– Anchoring disturbance
> Infrastructure installation:
– Possible piling for production facilities
– Seabed disturbance footprint (infield
– Seabed disturbance (export pipelines) - interaction with coastal zone?
– Pipeline commissioning discharges to sea
– Onshore facilities / shore bases?
Operational activities (field life of up to 20 years)
> Production processing:
– Fuel combustion emissions, flaring of unwanted gas, fugitive emissions and
emission of volatile organic compounds (VOC)
– Produced water discharges
> Shuttle tankers for oil export, supply and emergency response vessels, plus helicopter
flights (fuel combustion emissions)
20. 20
Development
Potential impacts & mitigation
Drilling - multiple wells = more discharge of cuttings to sea / seabed
– Use of oil based drilling muds? Impact to seabed is longer-term
> Mitigation
– Cuttings treatment offshore or onshore?
– Possible reinjection of cuttings downhole?
– Best available techniques (BAT) assessment for options
– Cuttings discharge modelling and baseline survey data to quantify effects
Construction / installation – physical disturbance of seabed
– Anchors, pipelines, rock placement
– Impact to seabed and possibly fish spawning areas temporary or long-term
– Impact to coastal zone?
> Mitigation
– Baseline survey data to understand / quantify effects to seabed habitats
– Most impacts temporary; good recovery potential
– Options for siting of infrastructure and pipeline routing to avoid sensitive features
– Use of existing pipelines and shore facilities for export
21. 21
Development
Through all phases – loud noise underwater - from drilling, piling, and dynamic positioning
systems
– Injury / disturbance risk to marine mammals, fish, turtles
> Mitigation
– Risks highest during construction (short-term only)
• Noise modelling and baseline data
• Use of marine mammal observers and international mitigation guidance
Through all phases - exclusion to coast / sea users - temporary and / or long-term
> Mitigation
– Knowledge of use of area by other coast and sea users
• Shipping and collision risk studies
• Socio-economic baseline study
• Consultation with stakeholders
22. 22
Development
Through all phases - discharges to sea – impacts to water quality and marine life
> Mitigation
Main issue is what to do with produced water over life of field
– Compliance with chemical selection procedures and good international industry practice
– Possible use in water injection downhole
– If discharged to sea:
• Treatment of oil content to international industry standards
– Discharge modelling
– Best available techniques (BAT) assessment for options
Through all phases - Emissions from fuel combustion, flaring, fugitive emissions –
impacts to air quality and to regional / global issues
> Mitigation
– Export to onshore markets
– Possible use of any produced gas as fuel for field production systems
– Possible reinjection downhole or use as gas lift to aid production
– Emissions modelling
– Best available techniques (BAT) assessment for options
23. 23
Accidental events
A large oil spill is a high-consequence event
e.g. Macondo
Environmental impact of a spill depends on a wide variety of factors, which in
the offshore environment include:
> Accidental release volume
> Type of hydrocarbon released
> Direction of travel of the slick
> Weathering properties of the hydrocarbon
> Environmental receptors and sensitivities present in the path of the slick
(these may change with time) including potential beaching locations
24. 24
Accidental events
Receptor Observed Impacts Conclusion
Plankton
Impacts difficult to detect, even within hours or days after spill. Juvenile
fish and eggs are potentially the most sensitive life-stage to hydrocarbon
discharges, and of high concern.
Good recovery potential through rapid reproduction and dispersal.
Fish
Adult fish are not generally affected by hydrocarbon slicks on the sea
surface. Consequential effects on adult populations not detected, though
tainting is a possibility.
Spawning/nursery areas and juveniles are most sensitive.
Benthos
Oil typically floats on sea surface, meaning that offshore benthos
generally not of high concern.
Concern much higher in shallow waters or coast.
Birds
Greatest risk to nature conservation from oil on the offshore sea surface
are to seabirds. Main impact of a spill is one of plumage damage,
leading to loss of insulation, waterproofing and ingestion.
Magnitude of impact will depend on the species and number of birds present, and the
proportion of the population present.
Marine mammals
Data on the impacts of spills on marine mammals are limited. Baleen
whales may be particularly vulnerable whilst feeding near sea surface.
Magnitude of impact will depend on the species and numbers present. Population-level
effects unlikely.
Inshore waters and coast
All receptors, environmental and socio-economic, highly sensitive to
impacts through smothering and toxicity.
Main environmental sensitivities at coast include breeding seabird populations, shore
birds, marine mammals, and habitats including seagrass meadows, mangroves,
estuaries, sand and mud flats and wetlands. Major socio-economic risks include
disruption to fisheries, aquaculture, coastal industry, communities, tourism, and marine
protected areas.
25. 25
Accidental events
Blow-out and spill statistics – needed in order to assess risk
> Historical international data regarding blowouts compiled in the SINTEF
Offshore Blowout Database (Norway)
> International Association of Oil & Gas Producers (IOGP) published a
summary of SINTEF data in 2010
> UK spill data available from Oil and Gas UK
> Likelihood of a blowout event or well release is remote
Other general oil releases
> In UK over 1990 – 2007, 238 recorded oil releases from rigs; release rate
declined to 0.21/year
> Mostly from drilling or operational incidents; 94% less than 1 tonne
> Production releases 2001 – 2007, mostly maintenance incidents; all less
than 10 tonnes and 96% less than 1 tonne
Other accident types
> Instances of vessel contact with rig – rate now down to 0.12/year
> Vessel collisions with rig – rate now down to 0.014/year
> Explosions on rig – rate now down to 0.009/year
Scenario
Blowout
Historical frequency – IOGP, 2010
(individual units given per operation)
Exploration drilling
(deep)
0.0014 per well
Development drilling
(deep)
0.00035 per well
Producing well 0.000033 per well year
Most spills not major and the figures therefore overstate the
frequency of blowouts that have resulted in significant pollution.
Based on SINTEF international data for wells in water >200m (IOGP
2010).
26. 26
Accidental events
> Blow-out preventer (BOP); well / pipeline isolation systems
> Emergency response procedures, including planning for relief
well
> Oil pollution contingency plan with response resources in
place, including aerial surveillance, real time modelling,
dispersants, clean up equipment and specialist staff
> Coastal protection strategy
> Normal drilling / installation management procedures:
– ‘Safety case’
– Well design, inspection and monitoring
– Coastal protection strategy
• Baseline data on resources at risk and for protection
(GIS)
– Maintenance and inspection
– Response exercises
– Training and procedures
Mitigation examples:
27. 27
Impact significance summary
Atmospheric emissions – regional effects (& adding to global climate change?)
> As for discharges to sea, routine emissions to atmosphere from rigs and vessels
are minimised through adherence to MARPOL convention articles relating to fuel
use and power plant emissions standards
> In certain circumstances, any produced gas could be exported, used as a fuel
source for field production processing systems, reinjected downhole, or used in
wells for gas lift
> Emissions modelling and BAT assessments
Discharges to sea – risks to water quality and biodiversity
> Routine vessel impacts are minimised by a combination of adherence of vessels
and rigs to MARPOL convention articles relating to waste, sanitation, drainage
and machinery specifications – no further mitigation normally necessary
> Impacts from pipeline hydrotest discharges, and produced water discharges
routinely mitigated through adherence to international good practice in chemical
selection and use
> Discharge modelling and BAT assessments
> In certain circumstances, additional mitigation such as downhole disposal, or in
water injection to improve oil recovery rates may be feasible for developments
28. 28
Impact significance summary
Underwater noise – risks to wildlife
> Impact, particularly physical injury, minimised through
– knowledge of use of the locality by marine mammals, fish and turtles, and
– underwater noise modelling
> Areas of particular sensitivity may include ocean upwellings, and possible deep
canyons (beaked whales)
> Scientific understanding still progressing – a specialist area
Seabed disturbance – risks to seabed features and biodiversity
> Area affected in exploration very small and localised (typically less than 0.5 km2)
> Area affected is larger in case of developments, especially those with pipelines
> Impact to seabed features or species (or avoidance of impact) depends on
location, and
> Good site-specific environmental surveys – another specialist area
> Some deep sea features known in Europe and internationally are present in
offshore Myanmar
29. 29
Impact significance summary
Interactions with other sea users (‘physical presence’) – competition for space
> Only a potential issue in close proximity to coast, e.g. in relation to fishermen,
other shipping or possibly in terms of visual amenity to onshore communities
> Exclusion of fishermen from a small area on a temporary basis not usually an
issue, especially far offshore in water deeper than 600m, but always benefits from
stakeholder consultation
> Knowing which sea areas are fished by fishermen, and what fishing equipment is
used is important
> In busy sea areas, shipping / fishing intensity studies are recommended, and a
collision risk study may be useful (automated vessel monitoring data (AIS) is of
value here)
Oil spill risk (impact consequence increases exponentially towards coast)
> All oil spills have the potential to be high-consequence events
> Risk of impact increases close to shore
> The main mitigation for this type of impact is having prevention and management
measures to reduce the risk of occurrence to ‘remote’ or ‘extremely remote’
30. 30
Case study
Project
> Four development wells
> Minimum facilities platform
> 20″ 48km gas export pipeline with multiple trenching methodologies along route
> Onshore gas processing facilities within existing terminal
Scope
> Environmental Impact Assessment screening and scoping
> Environmental Issues Identification (ENVID)
> Onshore and Offshore EIAs
> Stakeholder engagement advice
> Habitat Regulations Assessment (HRA)
Challenges
> Project within, or passing through, numerous environmental designations (MCZs, SPAs,
SACs, SSSIs)
> Wide ranging stakeholder concerns, especially relating to high rates of regional coastal
erosion – specialist coastal processes study conducted
> Scoped out key aspects – visual, traffic and transport, onshore archaeology, requirement for
further bird surveys, to be able to concentrate on key impacts
> Comparative assessment of different trenching methodologies, to minimise impacts on
protected features
Tolmount Area Development EIA (Premier Oil E&P UK)
31. 31
Case study
Project
> One well (two possible locations)
> Deep water
> High pressure, high temperature
> Rig not known
> Close to protected sites (deep sea sponge aggregations, offshore seabirds)
> First well for operator west of Shetland
> Regulatory oversight
Scope
> EIA Scoping meetings with regulator
> Environmental Issues Identification (ENVID)
> Drill cuttings dispersion modelling
> Oil spill modelling
> Impact assessment on worst case scenarios
> Habitat Regulations Assessment (HRA) for protected site
Challenges
> Project close to environmental designations
> Technical benthic ecology expertise required to demonstrate that cuttings
discharges would not affect protected site or deep sea communities
Craster Exploration Well Environmental Impact Assessment (Nexen UK)