This document provides biographical information and details of projects completed by Carlo Avanzini, an engineer specializing in land and marine pipelines. It describes his educational background, over 50 years of experience designing and supervising pipeline projects internationally. Key projects are summarized, including steel, HDPE and GRP pipelines in Turkey, the Middle East, Russia, and South America ranging from 900mm to 4000mm in diameter.
The document provides details of Carlo Avanzini's experience designing and supervising power plant cooling water intake and discharge pipelines. It summarizes his involvement in numerous projects in Turkey, Qatar, Libya, Egypt, and other countries. These have included designing GRP and steel pipelines, intake structures, and complex multi-port diffusers for power plants with capacities ranging from 350MW to 936.5MW.
The document describes the procedures for pipeline construction. It involves activities like right of way clearing, trenching, pipe handling, stringing, bending, welding, coating of joints, lowering the pipeline into the trench, backfilling, and hydrotesting. Standard codes and quality checks are specified for each activity to ensure the pipeline is constructed safely and properly.
The construction of pipelines involves breaking large projects into smaller sections called spreads. Each spread consists of crews that complete successive parts of the process as one crew finishes. The process begins with surveying the route, clearing obstacles, digging the trench, stringing and welding pipes, lowering the completed pipeline into the trench, and finally testing and site restoration.
Pilot Tube Guided Boring Solutions Meet Project ChallengesLaura Anderson
Pilot tube guided boring equips contractors with the ability to accurately tackle extended trenchless gravity flow pipeline installations of 4-48-in. diameter pipe and larger with the guided auger boring method, in soft ground up to rock geology within a minimal footprint. Guided auger boring has positively impacted the auger boring market by ensuring bore accuracy, expediting installations, facilitating longer lengths, and reducing casing diameters for project savings. Pilot tube rock drilling has achieved success in rock density up to 12,000 psi using cutting tools to establish an accurate course for subsequent upsizing tooling. This presentation will explain these methods along with relevant case studies illustrating guided boring solutions that resolved project challenges.
Man Made River Project - IV Phase / Ghadames Project - PipelayingVladimir Popovic
This document summarizes a project to transport water from the Nubian Sandstone Aquifer near Ghadames, Libya to the coastal city of Zuwarah using a 423km pre-stressed concrete cylinder pipeline (PCCP). The PCCP pipes were produced in Libya and installed along the pipeline route. Challenges during installation included high desert temperatures, subsurface cavities, and pipe buoyancy during rare winter floods. Some pipes also developed hollow sounds due to coating delamination, which was repaired using a gunite method.
Trenchless technology involves installing underground utilities with minimal surface excavation. It includes trenchless construction methods (TCM) for new installations and trenchless renewal methods (TRM) for rehabilitating existing lines. Key TCM methods include horizontal directional drilling, microtunneling, pipe jacking, auger boring, pipe ramming, and moling. TRM methods include pipe bursting, pipe relining, and localized repair techniques. Trenchless methods reduce social and environmental impacts compared to open-cut trenching.
The document discusses various trenchless technologies for installing new underground pipes including horizontal directional drilling (HDD), microtunneling, pipe jacking, pipe ramming, and perforator/auger boring. It provides details on each method, including their typical application ranges, suitable soil conditions, and the basic process involved. Microtunneling is described as using a remotely controlled tunnel boring machine and pipe jacking to provide continuous support to the excavation face. Key components of a basic microtunneling system are also outlined.
Abhay Ocean India Pvt Ltd is a marine construction company established in 1998 in Mumbai that provides services such as submarine pipeline installation, dredging, marine services, surveys, and salvage work. It is led by Capt. Jagdish Khokhar who has over 35 years of experience. The company aims to provide innovative and cost-effective solutions with a focus on quality and safety. It has experience working with major clients in India and internationally.
The document provides details of Carlo Avanzini's experience designing and supervising power plant cooling water intake and discharge pipelines. It summarizes his involvement in numerous projects in Turkey, Qatar, Libya, Egypt, and other countries. These have included designing GRP and steel pipelines, intake structures, and complex multi-port diffusers for power plants with capacities ranging from 350MW to 936.5MW.
The document describes the procedures for pipeline construction. It involves activities like right of way clearing, trenching, pipe handling, stringing, bending, welding, coating of joints, lowering the pipeline into the trench, backfilling, and hydrotesting. Standard codes and quality checks are specified for each activity to ensure the pipeline is constructed safely and properly.
The construction of pipelines involves breaking large projects into smaller sections called spreads. Each spread consists of crews that complete successive parts of the process as one crew finishes. The process begins with surveying the route, clearing obstacles, digging the trench, stringing and welding pipes, lowering the completed pipeline into the trench, and finally testing and site restoration.
Pilot Tube Guided Boring Solutions Meet Project ChallengesLaura Anderson
Pilot tube guided boring equips contractors with the ability to accurately tackle extended trenchless gravity flow pipeline installations of 4-48-in. diameter pipe and larger with the guided auger boring method, in soft ground up to rock geology within a minimal footprint. Guided auger boring has positively impacted the auger boring market by ensuring bore accuracy, expediting installations, facilitating longer lengths, and reducing casing diameters for project savings. Pilot tube rock drilling has achieved success in rock density up to 12,000 psi using cutting tools to establish an accurate course for subsequent upsizing tooling. This presentation will explain these methods along with relevant case studies illustrating guided boring solutions that resolved project challenges.
Man Made River Project - IV Phase / Ghadames Project - PipelayingVladimir Popovic
This document summarizes a project to transport water from the Nubian Sandstone Aquifer near Ghadames, Libya to the coastal city of Zuwarah using a 423km pre-stressed concrete cylinder pipeline (PCCP). The PCCP pipes were produced in Libya and installed along the pipeline route. Challenges during installation included high desert temperatures, subsurface cavities, and pipe buoyancy during rare winter floods. Some pipes also developed hollow sounds due to coating delamination, which was repaired using a gunite method.
Trenchless technology involves installing underground utilities with minimal surface excavation. It includes trenchless construction methods (TCM) for new installations and trenchless renewal methods (TRM) for rehabilitating existing lines. Key TCM methods include horizontal directional drilling, microtunneling, pipe jacking, auger boring, pipe ramming, and moling. TRM methods include pipe bursting, pipe relining, and localized repair techniques. Trenchless methods reduce social and environmental impacts compared to open-cut trenching.
The document discusses various trenchless technologies for installing new underground pipes including horizontal directional drilling (HDD), microtunneling, pipe jacking, pipe ramming, and perforator/auger boring. It provides details on each method, including their typical application ranges, suitable soil conditions, and the basic process involved. Microtunneling is described as using a remotely controlled tunnel boring machine and pipe jacking to provide continuous support to the excavation face. Key components of a basic microtunneling system are also outlined.
Abhay Ocean India Pvt Ltd is a marine construction company established in 1998 in Mumbai that provides services such as submarine pipeline installation, dredging, marine services, surveys, and salvage work. It is led by Capt. Jagdish Khokhar who has over 35 years of experience. The company aims to provide innovative and cost-effective solutions with a focus on quality and safety. It has experience working with major clients in India and internationally.
Anese began its activities in the agricultural field, later branching into works connected with irrigation and flood management, together with earth movements and the removal of lithoid materials.
Experience and skills earned through time and the level of precision realised have allowed the company to widen its horizons in the field of road construction and urban planning, aqueducts and sewage management as well as other specialised fields, both private and public including prompt emergency assistance to the "Protezione Civile" in the event of natural disasters. In an afford to diversify their technical/commercial competence, the field of work has recently been extended to include projects in horizontal directional drilling.
Another sector of special application is land stabilisation using new technologies for the recycling of terrain, and land reclamation. This application can be employed for road and railway civil engineering (embankments etc..) as well as for the construction of airports and other infrastructural works.
Anese also offers important technical contributions to the field of agriculture in the creation of underground drainage systems to avoid the accumulation of surface water owing to rainfall, maintaining a constant underground water level during periods of heavy rainfall. The result of this is increased land productivity.
This document discusses three methods of tight-fit lining pipe rehabilitation: subline and pre-folded lining, rolldown, and swagelining. For each method, it describes the materials used, primarily high-density polyethylene (HDPE) pipe, as well as the processes involved including pipe cleaning, installation of the liner pipe into the host pipe via diameter reduction techniques, reversion of the liner pipe to its original shape, and reconnection of service connections. Key differences between the methods such as available pipe diameters, lengths, degree of diameter reduction, and reversion processes are also compared.
Trenchless technology involves installing underground pipes, cables, and ducts without excavation by using techniques like horizontal directional drilling, microtunneling, pipe bursting, and pipe ramming. It has two main applications - new installation of lines and rehabilitation/renovation of existing lines. Proper surveys and investigations are needed before using trenchless methods. In India, common trenchless techniques include directional drilling, ramming, moling, and auger boring. Trenchless technology is needed due to problems with conventional trenching and its advantages in urban areas. With increasing infrastructure needs, trenchless methods provide cost-effective solutions while minimizing environmental and social impacts.
This document discusses trenchless technology methods for installing and rehabilitating underground infrastructure with minimal surface disruption. It describes various trenchless methods for new installation like microtunneling, horizontal directional drilling, and short drive systems. Rehabilitation methods discussed include pipe bursting, pipe eating, cured-in-place lining, slip lining, and localized spot repairs using materials like coatings, cement mortar, resins, and grout. The document outlines advantages such as speed, minimal environmental impact, and ability to install pipes under obstacles like rivers. Trenchless technology is gaining popularity in India for projects installing pipes below rivers and urgent sewer repairs.
This document provides an overview of subsea pipeline systems. It discusses the key components including wellhead platforms, risers, pipelines, manifolds, and flowlines. It then describes various types of subsea pipelines and their purposes for transporting hydrocarbons from offshore production units to shore. The rest of the document outlines the major design considerations and analyses performed for subsea pipelines, such as sizing, material selection, mechanical design, stability, crossings, and cathodic protection. Standards and codes used for subsea pipeline design are also listed.
oin Heba Ahmed and Drew Willms for Soil Steel Structures & End Treatments – Design Basics. The presenters will begin with an overview of the benefits of buried plate structures and will then go over design basics, coating options, shapes and custom fittings. They will finish up with reviewing the necessity of, and best practices in, end-treatment selection.
Various soil steel structures will be highlighted including Bridge-Plate, Multi-Plate, Bin-Wall and Sheeting as well as different wall materials used as end treatments.
Who Should Attend
Bridge / Structural Engineers
Road & Transportation Engineers
Road Superintendents
Provincial Departments of Transport
Earthworks & Highways Contractors
Mining Contractors
Mining Engineers
Municipal Engineers
Forestry Contractors
What You'll Learn
Benefits and applications of buried plate structures
Design considerations
Choosing the right coating for the project application
End treatment options and selection criteria
Review of case studies and applications across Canada
The document summarizes a contract for materials and works provided to the Bihac Water Utility. It details the pipe materials, fittings, valves, and other equipment delivered totaling 741,000EUR. It also describes the scope of works carried out in zones 1, 4, 5, 10 including replacing old pipes with new PE pipes and installing over 1,000 meters of connections to homes. Additional works included constructing a new 700 cubic meter reservoir and over 800 meters of transmission pipelines.
The document summarizes rehabilitation works for the urban water supply and sewer system in Derventa, Bosnia and Herzegovina. It describes the existing combined sewer system that collects wastewater, stormwater, and industrial wastewater, of which only around 50% of the city is connected. The proposed works include constructing a new sewer collector network (Lot B1 and B2) and upgrading existing pumping stations PS1, PS2, PS3 and building new pumping stations PS4 and PS5 to improve wastewater management and prevent pollution of nearby waterways. Equipment is also procured to support maintenance and operation of the rehabilitated system.
civil enginnering industrial training report KRISHNA MURARI
This document provides a report on Krishna Murari Kandu's industrial training at the Vinod Nagar Station Yard project of Delhi Metro Rail Corporation Ltd. It discusses the construction of the double deck stabling yard including piling, pile caps, piers and the boundary wall. It also describes the bar bending schedule process and various tests performed at the site and in the lab, including tests on bentonite, slump tests, and concrete cube tests. The training helped provide an overview of the construction process and quality control measures for a metro rail project.
Trenchless technologies comparing thrust boring with horizontal directional ...Tobiloba Omitola
Thrust boring and horizontal directional drilling (HDD) are trenchless construction methods for installing underground infrastructure with minimal surface disruption. Thrust boring involves drilling a borehole and inserting a steel casing simultaneously using an auger drill head. It is unsteerable. HDD involves drilling a steerable pilot bore, reaming it to size, and pulling the pipeline back through. Key factors in selecting between the two methods include soil conditions, required accuracy, and ability to steer around underground obstacles. Thrust boring is best for stable soils while HDD allows for navigation and is suitable for longer distances and avoiding existing utilities. Both methods seek to minimize environmental and community impacts compared to traditional trenching.
Trenchless Technology for Laying Underground pipes.Himanshu Rao
This document provides an overview of trenchless technology, also known as no-dig technique, for installing underground pipes and cables with minimal excavation. It describes common trenchless methods like pipe bursting, microtunneling, and horizontal directional drilling. Open trench installation is compared, noting advantages of trenchless include less environmental and traffic disruption. The document also gives examples of trenchless projects in India and concludes that this technology allows underground installation while retaining resources and limiting surface impacts.
DSD-NL 2014 - Geo Klantendag - 1. leidinginstallatie met direct pipeDeltares
A.Hak Drillcon uses a Direct Pipe technique for trenchless pipeline installations. This involves using a modified microtunneling machine to install pipe by pushing or pulling it through the ground while simultaneously excavating the soil. The document discusses the Direct Pipe principle, total installation package, tunnel boring machine components and operation, early industry perceptions of the technique, measurement and control systems used, typical jobsite setup, engineering considerations, and references several pipeline installation projects completed using this method. It notes the technique has proven installation forces are typically closer to horizontal directional drilling than traditional microtunneling.
The Port of Melbourne Channel Deepening Project required dredging around essential gas, oil, and sewage pipelines in the Yarra River. Simply deepening the river would reduce cover over the pipelines and risk damage from ship traffic. Boskalis proposed a novel protection system using steel plates and precisely placed rock to safely protect the pipelines during dredging. Special equipment was modified and tested to allow extremely accurate placement of the protective structures within the limited space above the pipelines. Through cooperation between stakeholders, an innovative solution was successfully implemented to deepen the channel while fully protecting vital utility lines.
The document provides a summary of a site visit inspection for a powerhouse and penstock construction project. Key points include:
1) Safety issues were identified with the penstock excavation not having proper trench protections or safety measures in place for laborers.
2) Multiple ongoing issues were identified from prior reports that remained unresolved, including improper bedding material used for the penstock that could compromise the pipeline integrity.
3) Alignment and construction issues were found that could impact the structural stability and performance of the penstock if not addressed, including deficiencies in compaction, trench width, and protection from flooding and erosion. Resolving these issues was deemed a high priority.
Join Phil Taylor of Hydro International, for an informative introduction to their stormwater treatment solutions offered through Armtec! The presentation will introduce a range of treatment products, how they work, their application and regulatory status. There will be a particular focus on Oil Grit Separators (OGS), detailing sizing and installation configuration options, and maintenance.
What You'll Learn
Stormwater treatment products and their application
Pollutants that are best addressed by each treatment system
Influence of sizing methods on separators
A greater understanding of the OGS (Oil Grit Separator) industry
Some stuff you did not know, you did not know…
Effective water management is critical to both open-pit and sub-surface mining operations. Mine dewatering is an essential part of resource extraction, as it lowers the water table around the mine or quarry. Effectively managed dewatering processes typically employ continuous water level monitoring.
This document provides an overview of trenchless technology. It discusses what trenchless technology is, the history of trenchless construction methods, and the need for trenchless techniques. The document outlines various trenchless methods for new installations and rehabilitation of existing underground infrastructure with minimal surface disruption. These include auger boring, impact moling, microtunneling, horizontal directional drilling, pipe bursting, and pipe relining. The advantages and applications of trenchless technology in India are also summarized.
Keep it Running! – Surface Drainage 201 – Design Basics for Modular Trench Dr...Communications Branding
Join Dominic Turner and Jamie Kershaw for Surface Drainage 201, the interesting conclusion to our 2 part series on Surface Drainage!
The presenters will begin by reviewing key features of modular trench drains and then get into the fascinating step-by-step process for selecting the right modular trench drain system for a project. Key considerations they will cover include system durability and site conditions. You will also learn how to determine the load category for a specific application. The presenters will finish by reviewing the basics of hydraulic calculations for trench drain sizing.
This document discusses trenchless technology, which refers to installing or maintaining underground utilities without expensive and disruptive excavations. It outlines various trenchless methods like microtunneling, horizontal directional drilling, pipe bursting, and pipe eating. The advantages of trenchless technology are less traffic and space disruption, enhanced safety, reduced environmental impact, and lower costs compared to traditional excavation. However, it requires costly equipment and a high degree of operator skill. Site investigation methods are described to evaluate soil and existing structures conditions for determining suitable trenchless methods.
The document summarizes a case study of installing a reinforced thermoplastic pipe (RTP) inside an existing offshore steel flowline in East Malaysia to replace deteriorating sections. Key steps included:
1) Analyzing pipe sizing, material selection, pull forces, and detailed project planning. A 3.5" RTP was selected.
2) Preparing the line and platform, then pulling the RTP through using a synthetic rope over several days. Joints were spliced every 300 meters.
3) Inspecting the installed RTP found no issues. Hydrotesting proved a successful rehabilitation that was 67% cheaper than a new steel line and reduced environmental disturbance. Lessons learned focused on
The document provides an introduction to immersed tube tunnel technology. It discusses how immersed tunnels are an alternative to bridges and bored tunnels for large sea crossings. Immmersed tunnel elements are constructed in a dry dock, floated and lowered into a pre-dredged trench, and joined together using gaskets to form a continuous tunnel. Several major immersed tunnel projects from around the world are described such as the Oresund Link between Denmark and Sweden and the planned Hong Kong-Zhuhai-Macao Link tunnel crossing. The challenges of immersed tunnel construction and their advantages over other options are also summarized.
SPC is celebrating 50 years of manufacturing concrete pipes and related products in Southern Africa. They have expanded their product line to include polyethylene pipes obtained through a partnership with an Italian company. The range of PE products includes pipes for water, irrigation, gas, drainage, sewage, and cable ducts. SPC provides technical support for customers and ensures high product quality through experienced personnel and innovative machinery. They aim to offer innovative solutions and prototypes based on market needs.
Anese began its activities in the agricultural field, later branching into works connected with irrigation and flood management, together with earth movements and the removal of lithoid materials.
Experience and skills earned through time and the level of precision realised have allowed the company to widen its horizons in the field of road construction and urban planning, aqueducts and sewage management as well as other specialised fields, both private and public including prompt emergency assistance to the "Protezione Civile" in the event of natural disasters. In an afford to diversify their technical/commercial competence, the field of work has recently been extended to include projects in horizontal directional drilling.
Another sector of special application is land stabilisation using new technologies for the recycling of terrain, and land reclamation. This application can be employed for road and railway civil engineering (embankments etc..) as well as for the construction of airports and other infrastructural works.
Anese also offers important technical contributions to the field of agriculture in the creation of underground drainage systems to avoid the accumulation of surface water owing to rainfall, maintaining a constant underground water level during periods of heavy rainfall. The result of this is increased land productivity.
This document discusses three methods of tight-fit lining pipe rehabilitation: subline and pre-folded lining, rolldown, and swagelining. For each method, it describes the materials used, primarily high-density polyethylene (HDPE) pipe, as well as the processes involved including pipe cleaning, installation of the liner pipe into the host pipe via diameter reduction techniques, reversion of the liner pipe to its original shape, and reconnection of service connections. Key differences between the methods such as available pipe diameters, lengths, degree of diameter reduction, and reversion processes are also compared.
Trenchless technology involves installing underground pipes, cables, and ducts without excavation by using techniques like horizontal directional drilling, microtunneling, pipe bursting, and pipe ramming. It has two main applications - new installation of lines and rehabilitation/renovation of existing lines. Proper surveys and investigations are needed before using trenchless methods. In India, common trenchless techniques include directional drilling, ramming, moling, and auger boring. Trenchless technology is needed due to problems with conventional trenching and its advantages in urban areas. With increasing infrastructure needs, trenchless methods provide cost-effective solutions while minimizing environmental and social impacts.
This document discusses trenchless technology methods for installing and rehabilitating underground infrastructure with minimal surface disruption. It describes various trenchless methods for new installation like microtunneling, horizontal directional drilling, and short drive systems. Rehabilitation methods discussed include pipe bursting, pipe eating, cured-in-place lining, slip lining, and localized spot repairs using materials like coatings, cement mortar, resins, and grout. The document outlines advantages such as speed, minimal environmental impact, and ability to install pipes under obstacles like rivers. Trenchless technology is gaining popularity in India for projects installing pipes below rivers and urgent sewer repairs.
This document provides an overview of subsea pipeline systems. It discusses the key components including wellhead platforms, risers, pipelines, manifolds, and flowlines. It then describes various types of subsea pipelines and their purposes for transporting hydrocarbons from offshore production units to shore. The rest of the document outlines the major design considerations and analyses performed for subsea pipelines, such as sizing, material selection, mechanical design, stability, crossings, and cathodic protection. Standards and codes used for subsea pipeline design are also listed.
oin Heba Ahmed and Drew Willms for Soil Steel Structures & End Treatments – Design Basics. The presenters will begin with an overview of the benefits of buried plate structures and will then go over design basics, coating options, shapes and custom fittings. They will finish up with reviewing the necessity of, and best practices in, end-treatment selection.
Various soil steel structures will be highlighted including Bridge-Plate, Multi-Plate, Bin-Wall and Sheeting as well as different wall materials used as end treatments.
Who Should Attend
Bridge / Structural Engineers
Road & Transportation Engineers
Road Superintendents
Provincial Departments of Transport
Earthworks & Highways Contractors
Mining Contractors
Mining Engineers
Municipal Engineers
Forestry Contractors
What You'll Learn
Benefits and applications of buried plate structures
Design considerations
Choosing the right coating for the project application
End treatment options and selection criteria
Review of case studies and applications across Canada
The document summarizes a contract for materials and works provided to the Bihac Water Utility. It details the pipe materials, fittings, valves, and other equipment delivered totaling 741,000EUR. It also describes the scope of works carried out in zones 1, 4, 5, 10 including replacing old pipes with new PE pipes and installing over 1,000 meters of connections to homes. Additional works included constructing a new 700 cubic meter reservoir and over 800 meters of transmission pipelines.
The document summarizes rehabilitation works for the urban water supply and sewer system in Derventa, Bosnia and Herzegovina. It describes the existing combined sewer system that collects wastewater, stormwater, and industrial wastewater, of which only around 50% of the city is connected. The proposed works include constructing a new sewer collector network (Lot B1 and B2) and upgrading existing pumping stations PS1, PS2, PS3 and building new pumping stations PS4 and PS5 to improve wastewater management and prevent pollution of nearby waterways. Equipment is also procured to support maintenance and operation of the rehabilitated system.
civil enginnering industrial training report KRISHNA MURARI
This document provides a report on Krishna Murari Kandu's industrial training at the Vinod Nagar Station Yard project of Delhi Metro Rail Corporation Ltd. It discusses the construction of the double deck stabling yard including piling, pile caps, piers and the boundary wall. It also describes the bar bending schedule process and various tests performed at the site and in the lab, including tests on bentonite, slump tests, and concrete cube tests. The training helped provide an overview of the construction process and quality control measures for a metro rail project.
Trenchless technologies comparing thrust boring with horizontal directional ...Tobiloba Omitola
Thrust boring and horizontal directional drilling (HDD) are trenchless construction methods for installing underground infrastructure with minimal surface disruption. Thrust boring involves drilling a borehole and inserting a steel casing simultaneously using an auger drill head. It is unsteerable. HDD involves drilling a steerable pilot bore, reaming it to size, and pulling the pipeline back through. Key factors in selecting between the two methods include soil conditions, required accuracy, and ability to steer around underground obstacles. Thrust boring is best for stable soils while HDD allows for navigation and is suitable for longer distances and avoiding existing utilities. Both methods seek to minimize environmental and community impacts compared to traditional trenching.
Trenchless Technology for Laying Underground pipes.Himanshu Rao
This document provides an overview of trenchless technology, also known as no-dig technique, for installing underground pipes and cables with minimal excavation. It describes common trenchless methods like pipe bursting, microtunneling, and horizontal directional drilling. Open trench installation is compared, noting advantages of trenchless include less environmental and traffic disruption. The document also gives examples of trenchless projects in India and concludes that this technology allows underground installation while retaining resources and limiting surface impacts.
DSD-NL 2014 - Geo Klantendag - 1. leidinginstallatie met direct pipeDeltares
A.Hak Drillcon uses a Direct Pipe technique for trenchless pipeline installations. This involves using a modified microtunneling machine to install pipe by pushing or pulling it through the ground while simultaneously excavating the soil. The document discusses the Direct Pipe principle, total installation package, tunnel boring machine components and operation, early industry perceptions of the technique, measurement and control systems used, typical jobsite setup, engineering considerations, and references several pipeline installation projects completed using this method. It notes the technique has proven installation forces are typically closer to horizontal directional drilling than traditional microtunneling.
The Port of Melbourne Channel Deepening Project required dredging around essential gas, oil, and sewage pipelines in the Yarra River. Simply deepening the river would reduce cover over the pipelines and risk damage from ship traffic. Boskalis proposed a novel protection system using steel plates and precisely placed rock to safely protect the pipelines during dredging. Special equipment was modified and tested to allow extremely accurate placement of the protective structures within the limited space above the pipelines. Through cooperation between stakeholders, an innovative solution was successfully implemented to deepen the channel while fully protecting vital utility lines.
The document provides a summary of a site visit inspection for a powerhouse and penstock construction project. Key points include:
1) Safety issues were identified with the penstock excavation not having proper trench protections or safety measures in place for laborers.
2) Multiple ongoing issues were identified from prior reports that remained unresolved, including improper bedding material used for the penstock that could compromise the pipeline integrity.
3) Alignment and construction issues were found that could impact the structural stability and performance of the penstock if not addressed, including deficiencies in compaction, trench width, and protection from flooding and erosion. Resolving these issues was deemed a high priority.
Join Phil Taylor of Hydro International, for an informative introduction to their stormwater treatment solutions offered through Armtec! The presentation will introduce a range of treatment products, how they work, their application and regulatory status. There will be a particular focus on Oil Grit Separators (OGS), detailing sizing and installation configuration options, and maintenance.
What You'll Learn
Stormwater treatment products and their application
Pollutants that are best addressed by each treatment system
Influence of sizing methods on separators
A greater understanding of the OGS (Oil Grit Separator) industry
Some stuff you did not know, you did not know…
Effective water management is critical to both open-pit and sub-surface mining operations. Mine dewatering is an essential part of resource extraction, as it lowers the water table around the mine or quarry. Effectively managed dewatering processes typically employ continuous water level monitoring.
This document provides an overview of trenchless technology. It discusses what trenchless technology is, the history of trenchless construction methods, and the need for trenchless techniques. The document outlines various trenchless methods for new installations and rehabilitation of existing underground infrastructure with minimal surface disruption. These include auger boring, impact moling, microtunneling, horizontal directional drilling, pipe bursting, and pipe relining. The advantages and applications of trenchless technology in India are also summarized.
Keep it Running! – Surface Drainage 201 – Design Basics for Modular Trench Dr...Communications Branding
Join Dominic Turner and Jamie Kershaw for Surface Drainage 201, the interesting conclusion to our 2 part series on Surface Drainage!
The presenters will begin by reviewing key features of modular trench drains and then get into the fascinating step-by-step process for selecting the right modular trench drain system for a project. Key considerations they will cover include system durability and site conditions. You will also learn how to determine the load category for a specific application. The presenters will finish by reviewing the basics of hydraulic calculations for trench drain sizing.
This document discusses trenchless technology, which refers to installing or maintaining underground utilities without expensive and disruptive excavations. It outlines various trenchless methods like microtunneling, horizontal directional drilling, pipe bursting, and pipe eating. The advantages of trenchless technology are less traffic and space disruption, enhanced safety, reduced environmental impact, and lower costs compared to traditional excavation. However, it requires costly equipment and a high degree of operator skill. Site investigation methods are described to evaluate soil and existing structures conditions for determining suitable trenchless methods.
The document summarizes a case study of installing a reinforced thermoplastic pipe (RTP) inside an existing offshore steel flowline in East Malaysia to replace deteriorating sections. Key steps included:
1) Analyzing pipe sizing, material selection, pull forces, and detailed project planning. A 3.5" RTP was selected.
2) Preparing the line and platform, then pulling the RTP through using a synthetic rope over several days. Joints were spliced every 300 meters.
3) Inspecting the installed RTP found no issues. Hydrotesting proved a successful rehabilitation that was 67% cheaper than a new steel line and reduced environmental disturbance. Lessons learned focused on
The document provides an introduction to immersed tube tunnel technology. It discusses how immersed tunnels are an alternative to bridges and bored tunnels for large sea crossings. Immmersed tunnel elements are constructed in a dry dock, floated and lowered into a pre-dredged trench, and joined together using gaskets to form a continuous tunnel. Several major immersed tunnel projects from around the world are described such as the Oresund Link between Denmark and Sweden and the planned Hong Kong-Zhuhai-Macao Link tunnel crossing. The challenges of immersed tunnel construction and their advantages over other options are also summarized.
SPC is celebrating 50 years of manufacturing concrete pipes and related products in Southern Africa. They have expanded their product line to include polyethylene pipes obtained through a partnership with an Italian company. The range of PE products includes pipes for water, irrigation, gas, drainage, sewage, and cable ducts. SPC provides technical support for customers and ensures high product quality through experienced personnel and innovative machinery. They aim to offer innovative solutions and prototypes based on market needs.
The documents describe several infrastructure projects involving construction of water supply, wastewater, and transportation systems through installation of pipes and construction of related facilities. The projects involve laying thousands of meters of pipes of various diameters to improve water distribution, wastewater collection, and transportation networks.
EUTIT Company began casting basalt tubes in 1951 in Czechoslovakia and has since expanded its production of basalt and EUCOR (zircon-silicate) products. It now produces over 20,000 product types annually and exports worldwide. Basalt and EUCOR have properties making them suitable for abrasion and chemical resistance, allowing the company to provide piping and other products for demanding industrial applications. EUTIT continues to innovate and develop new products to meet customer needs.
Cathodic prevention of steel rebars in concrete the international outlookSimone Tremolada
The fundamental application of " cathodic prevention " of steel reinforcement in concrete was ideated and developed by Professor Pietro Pedeferri. It was successfully applied since 1989 in Italy on Viaduct St. Nicholas I of the highway Rome - Aquila - Teramo and in 1996 in the western underbroadwalk of the Sydney Opera House. Over the past 20 years it has spread throughout the world and particularly in Northern Europe, Middle East and Australia being recognized as the most reliable technique to combat corrosion for new buildings and infrastructure where reinforced concrete is exposed to possible contamination from chlorides. This memory is a review of some of the most significant industrial cases reported in the international literature.
Durrat Al Bahrain and the NAKILAT shipyard in Qatar are two recent projects developed in the Middle East. Cathodic Prevention of West Swanson Dock in Melbourne was the largest project completed in Australia in the last decade.
Other significant experiences in China and North Africa are a sign of the vitality of this technique in the developing countries.
FireSeal is a business unit within Essve that provides firestopping and sealing systems for the marine and offshore industries. It has 135 employees and annual turnover of €60 million. FireSeal's Flex-D system is one of the fastest to install for cable, pipe, and ductwork penetrations, taking an average of 20 minutes to complete. FireSeal systems are tested and approved to stringent classification standards to resist fire, water, pressure, smoke, gas, and vibrations.
United Utilities hired Warrior Trenchless Solutions to rehabilitate a 800m long DN 300 ductile iron sewer rising main using the Primus Liner system. The existing pipe was deteriorated with pinholes and a reduced wall thickness of 1-2mm. In five working days, Warrior installed a 771m long Primus Liner with two connectors, traversing four 45-degree bends. They cleaned the host pipe, inserted the pre-folded liner uphill at 220m/hr with pulling forces up to 2.8 tons, inflated it back to round, and pressure tested the completed rehabilitation. The Primus Liner solution provided a trenchless rehabilitation with long insertion lengths and the ability to install through
Custom offshore pipeline repair systems can reduce repair times and costs in Angola. An industry group studied how to adapt existing repair concepts for high-pressure pipelines in Angola's deep waters. They determined that creating a shared repair system for operators would lower costs compared to each operating their own. The system needs to handle a range of pipe sizes and depths up to 3,000 meters, and repair both single-walled and pipe-in-pipe pipelines using remote equipment. Insulation must be restored on repaired sections to prevent hydrates during repairs.
This document discusses the subaqueous installation of fiberglass reinforced plastic (FRP) pipes. It describes how FRP pipes are used for applications like wastewater outfalls, cooling water intakes and outfalls, and submarine crossings. It outlines the site supervision services provided during installation and different installation techniques like single pipe, multiple pipe, and preassembled pipe strings. Joint systems, trench excavation, alignment, backfilling and transition zone installation are also summarized. Several case studies of subaqueous FRP pipe installation projects are provided.
The document summarizes water supply and wastewater projects in Kostajnica, Bosnia and Herzegovina. For water supply, it involved replacing 6,500m of aging transmission main from the source and 2,400m of cast iron pipes in the city network. For wastewater, it constructed a new 4,850m east-west collector and a 1,094m north-south collector to address inflow/infiltration issues and river pollution from untreated wastewater discharges. The total project budgets for water supply and wastewater were 1,000,000 EUR each.
Rehabilitation of the Urban Water Supply and Sanitation in the Sava River Basin in Bosnia and Herzegovina, (BMZ ID 2002 65 876). Rehabilitation of Urban Water Supply Una-Sana region, Consulting Services (Part A)
City of Kostajnica WS & WW Project (KO 01): 10,429m of Transmission Main, City Network Pipelines (DI/PE DN63-300), 334nr House Connections, 33nr Air/Drain/Gate valves, 14nr Hydrants. 4,087m of combined system collector lines (corrugated HDPE100, SN8, DN300-1000mm), 66nr house connections, 88nr maintenance RC shafts, 3nr Storm Water Overflows, 5nr Outlet Structures.
Pipes are used to transport liquids and gases and are made from various materials like steel, plastic, copper, etc. Common pipe types include seamless, ERW, and CDW pipes. Pipes are designed based on thickness calculations to withstand internal and working pressures. Bends in pipes are formed using methods like ram bending and mandrel bending. Forces like pressure, mass flow, and velocity cause stresses on bends. Head loss occurs in bends due to friction and is quantified using loss coefficients. Pipes and bends have wide applications in industries, buildings, households, and infrastructure.
Digital Connection Co. Ltd. (DCL) was established in 2002 and has since become a leading provider of trenchless technology services in Saudi Arabia. DCL introduced the use of horizontal directional drilling (HDD) for pipeline crossings, which significantly reduced construction time. DCL has now completed over 100,000 meters of utility crossings using HDD, microtunneling, and ramming. Some of DCL's most notable projects include constructing the world's longest HDD crossing over 3,000 meters long.
The document discusses ductile iron pipe and fittings supplied by Robor, a South African manufacturer. It provides information about the company, which was established in 1922 and manufactures steel tube, pipe and other products. It also details the benefits of ductile iron pipe, including corrosion resistance, long life, ease of installation, and cost-effectiveness. The document provides specifications for ductile iron pipe classes, dimensions, pressure ratings and internal cement mortar lining.
This document provides information on Prysmian's high voltage (HV) product range, including cables and accessories for 66kV, 132kV, and other voltages. It details cable constructions, available conductor sizes, fault current ratings, and accessories. Prysmian has experience supplying and installing HV cable systems worldwide and provides design, installation, and after-sales support services. The document includes product information sheets on cable types, accessories, joints, link boxes, and bonding/earthing equipment.
The document describes the ZSM Connection, a patented pipe connection system used in underground mining and deep well construction. The ZSM Connection allows for quick and easy assembly and disassembly without tools. It has been successfully used in hundreds of mining projects internationally since 1992. Key advantages include small dimensions, ability to handle high pressures and forces, and cost-effectiveness compared to other connection types.
Technical Aspects of EHV XLPE Cable End Termination and on Site Brief Procedurepaperpublications3
Abstract: The objective of this paper is to provide an source of information on EHV XLPE cable end termination processes. It also describes the brief procedure of 220 KV XLPE single core (1×1200 Cu corrugated Al sheath) cable termination at 400 KV GSS Heerapura (Rajasthan Vidyut Prasaran Nigam Ltd) Jaipur (Raj) India. The realization of high density power transmission in major city areas requires the effective utilization of limited underground space available so the different versions of the termination are designed for operation under severe outdoor conditions and operation voltage up to 550 KV.
Immersed tube tunnel is an alternative to bridges and bored tunnels for the crossing of harbors/rivers. Different strategies were considered for the construction of the immersed tunnels in India from different projects around the world during the project.
JGB Enterprises provides a wide range of Agricultural Hose / Farm Hose / Agricultural Tubing solutions, including bulk hose and custom assemblies. JGB meets the needs of both OEM’s and Fertilizer Equipment Parts Dealers through any of our five stocking warehouses and fabrication facilities. We provide Hose Kits, Boxed lengths and Private Branded hose upon request. JGB carries Agricultural Hoses / Farm Hoses and Assemblies for agriculture and farming: Light Agricultural Spraying, Agriculture Liquid Fertilizers, Irrigation, Air Seeder Lines, and Agricultural Weed Spraying.
3. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
KEY PROFESSIONAL DATES AND EXPERIENCES
After his degree in Naval and Mechanical Engineering
in the University of Genova (Italy) in 1963,
Carlo Avanzini has been active in the field of land and marine pipelines,
first in the field of oil P/Ls, then transferring his interests to civil pipelines.
From the early 70s, he has designed or has intervened as engineer and supervisor
in a wide range of projects in different countries, with own Companies
or as free-lance consultant teaming with engineering companies or colleagues
He brings as references projects in steel, HDPE, GRP in diameters up to 4000 mm.
4. International engineering support is given to HAWLE /NOVA SIRIA
on the application of Steel Compression Couplings
and, in GCC, to PROCO (USA) on the DuckBill Valves
for diffusers and coastal discharges
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
The cooperation on international projects
is in favor of engineering companies, material suppliers and contractors, and
includes design, preparation of specifications,
construction method statements, planning and supervision.
5. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
One of the first documented project was the design and supervision of the outfall
discharging pre-treated water from a paper factory in Silifke, Turkey
Concrete Coated Steel 900mm x 900m (1985)
Numerous marine and outfall projects, easy or very engaging,
successful or better forgotten are now past history, only
reminded in old faded out papers and photos
Locations, main data and photos of a few major projects in the last [25] years
are shown in the next slides; others are collected in my CV.
6. ISTANBUL ÜSKÜDAR OUTFALL (1989)
Steel, 1219.2mm, concrete coated,
275m long to -43m depth
Launched with short ramp in 3 sections joined
by rubber flexible joints, bottom pull from the
site through a cable return deviation block
anchored on the bottom at 350m distance
ISTANBUL BALTALIMANI OUTFALL(1989)
Steel, 2 x 1727,2.2mm, 300m long to -73m depth
Twin pipes launched with short ramp in 2 sections
joined by rubber flexible joints.
Bottom pull from opposite side of Bosphorus
at 1200m distance with a cable deviation block
midway on the bottom at -75m depth.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
7. Substitution of a section of the shore approach
of the Marmara Gas Pipeline, damaged by the
underwater slippage of a clay lens.
The pressure of the landslide had buckled the pipe
upwards and caused a severe leak.
The project included the construction of the new
string, the cut and removal of the damaged length,
the bottom pull of the news string to the junction
point, lifting of the two ends for the off-barge dry-
welding of the sections .
The pipe was kept in position for welding by two
rotating clamps and supended for the alignment to
two cranes and two davits and finally
lowered in position.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
ISTANBUL, MARMARA GAS MAIN (1990)
8. The third Istanbul main outfall ….
Steel, 2235.2mm, concrete coated,
2200m long with diffuser at -47m depth
Prefabrication executed on long ramp
with multiple welding and coating stations
Installation performed with bottom pull
from a barge anchored offshore.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
ISTANBUL, TUZLA OUTFALLL(1992)
9. Offshore GRP pipelines for the cooling
water system of the Thermal Power Plant
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
Nova Siria
Compression Couplings
ND 2800 and 2400
were employed for the
first time for
underwater tie-ins
4 x ND 2800 intake lines, 420m long
4 x ND 2400 outfalls, 1250m long
SÜGOZÜ - ISKENDERUN GULF,
SOUTH TURKEY (2000)
The 4 concrete intake structures, with dimensions 9.8 x 7,5 x 8.35h
and weight in air ≈ 600 ton, were connected to the pipelines with a
slip-on 2800 reinforced rubber hose.
10. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
Outfall, GRP, ND 900, length 2150m
Vertical alignment control obtained with
concrete saddles.
Diffuser protected with concrete caps.
SAIDA, LEBANON, 2003
11. Concrete coated steel, 2235.2 mm, length 2308m
Welding and coating on inclined long ramp
Installation with bottom pull from pulling station on the
opposite coast
Slope changes obtained with rubber flexible couplings.
KADIKÖY OUTFALL, ISTANBUL, 2004
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
12. IGDAS TRANSMISSION GAS LINES TO PRINCESS ISLANDS (SEA OF
MARMARA, ISTANBUL, 2005)
Steel X52, 219,1,
concrete coated,
installed with bottom pull
4 sections between
land and the 4
islands
Main feeder 3580m
Transmissions to
other islands
respectively 1450m,
1370m, 2150m
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
13. The need of the substitution of the original diffuser
with a new taered one to be connected to the main
ND2500 GRP line required an intervention to be
performed with a time-limited interruption
of the plant.
The connection was studied on paper and a
combination of GRP short spools and of tailor-made
Compression Couplings, designed with 400 mm axial
tolerance and ± 3° allowable angular deflection been
realized in 8 hrs, practically without idisturbance
to the TPP operation.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
AMBARLI, UNIMAR THERMAL P0WER PLANT (2005)
14. Waste W ater Outfall, GRP, ND 1800 with length 2000 m
Installed “pipe after pipe”
in trench with a diffuser
at -11m depth
Tie-ins and special
connections were realized
with Compression Couplimgs,
while the shore approach and
the line were protected with
mesh gabionse
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
MERSIN OUTFALL, SOUTHERN TURKEY
(2007)
15. After thre years, the diffuser suffered
extensive damages, causes [obviously!] unknown.
The pipe brought was brought to land, cleaned and
the components recovered as much as feasible.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
MERSIN GRP DIFFUSER REPAIR (2010)
It has been interesting to see that
there have been a minimum fouling of
the internal surfaces.
Only local limpets groups vere present.
It was provided a
new section with one
port and the missing
length was
compensated with a
long, specially
designed steel
compression coupling.
16. BANDIRMA TPP / ATEC (2008)
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
Cooling water GRP pipelines – 2 x 2200 intake lines
200m long to -23 m depth and 1 x 2400 outfall
350m long with diffuser at -29m depth.
17. Onshore cooling water circuit,
GRP 4 x ND 2500
Supervision of the pipe production
and delivery, site lamination, installation
and testing.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
AL KHALIJ TPP – LIBYA (2010)
Site observation of marine installation techniques [Geocean, FR]
18. GRP Discharge line ND 3500, 450m long
with special half buried short diffuser at -33m
stabilized with mattresses and gabions
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
BIGA (TR) NEW 2X600 MW
POWER PLANT (2010)
19. EAST DELTA ELECTRICITY PRODUCTION COMPANY
EL AIN EL SOKHNA SUPERCRITICAL
THERMAL POWER PLANT UNITS 1 & 2
2X650 MW GAS/OIL FIRED UNITS
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
EL AIN EL SOKHNA TPP
EGYPT (2011)
GRP, 3 x ND3000 intake pipelines
Supervision of pipe production and installation ob
behalf of PGESCo - Bechtel
Installation by Besix-Orascom
20. Design for the installation of the HDPE structural pipe
ND 2000 3700 m long
Pipe and ballast blocks supplied by the Russian client
The type of pipe and the blocks had been found not
suitable for a safe sinking, but the client insisted
nevertheless for the installation.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
SOCHI OUTFALL, RUSSIA (2012)
[FIRST STAGE]
The project was stopped after the pipe failure
The pipe was tested in Germany and resulted not meeting
the standards
Prefabrication and towing
started to raise doubts on the
pipe’s real strength, but the
first string broke after
the start of the installation
of the ballast blocks
21. Ballast blocks and saddles,
as well as the compete
installation calculations and
procedures were
completely redesigned
The installation of line and
diffuser was completed
without problems.
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
SOCHI OUTFALL (RUSSIA) – RESTARTED
IN 2013 WITH NEW DESIGN
First 2000 m of the outfall have been substituted by a
tunnel. The remaining 1413 m were delivered as
HDPE ND 2000 (extruded)
22. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
SAMSUN OTV CCPP POWER PLANT –
COOLING WATER PIPELINES (2011/2012)
Intake and discharge sealines in GRP, 3 x ND 2400
length 860m and 2 x ND 3200 length 600m including
diffuser.
GRP intake structures
with OD 14m
23. Structural HDPE ID 3000mm, length 3700m inclusive
of diffuser wirh 250 T ports at -11m
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
LA TABOADA OUTFALL, LIMA, PERU (2010/2012)
24. MAR DEL PLATA, ARGENTINA (2012)
Outfall, HDPE ND 2.000 mm, length 4110 m
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
25. HDPE pipes, ballasted.
Intake line ND 1400 with
GRP intake structure;
Outfall line ND 900 with multiport diffuser
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
IZDEMIR ALIAGA
COOLING WATER
LINES (2013)
26. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
LA CHIRA OUTFALL , LIMA, PERU
(2012, RESTARTED 2013/2014)
Structured HDPE ID 2400mm
3600m long inclusive of
diffuser at -60m depth
2012
2016
2015
27. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
PRESENTATION OF CAPABILITIES
GRP, ND 4000, length 700 m
discharge line for
4 parallel diffuser branches,
each with 7 ports
ATLAS THERMAL POWER PLANT,
ISKENDERUN, TURKEY (2014)
28. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
PRESENTATION OF CAPABILITIES
Due to the long time cooperation with Cal Hayes,
the Manager of Proco Proflex Division, and the
long experience of Carlo Avanzini in the use of
Duck Bill Valves in sewerage systems and in
coastal and marine environment, Proco has
entrusted to AME the exclusivity for the
technical and commercial assistance of its
products in the GCC.
Clients interested in PROCO PRODUCTS may
refer to [avanzini@mideastfze.com] for
technical information and quotations.
TECHNICAL AND MARKETING SUPPORT TO
PROCO [USA]
website: http://www.procoproducts.com
29. AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
PRESENTATION OF CAPABILITIES
Since several years, many Nova Siria applications,
particularly in the field of marine pipelines, have
been designed by Avanzini.
At present, the cooperation with Nova Siria
continues as AME giving its consultancy and
technical assistance to Hawle Mid East.
Clients interested in Nova Siria products shall
refer for technical information and quotations to
Hawle Mid East FZE
(E-Mail: sharjah@hawle.com ; Web: www.hawle.com
or www.novasiria.it for an outline of the products)
In case of technical questions on the applications,
engineers and contractors may contact Carlo
Avanzini at avanzini@mideastfze.com with copy to
Hawle ME
TECHNICAL CONSULTANCY ON COMPRESSION
COUPLINGS’
SPECIAL LAND AND MARINE APPLICATIONS
OF NOVA SIRIA/HAWLE MID EAST
30. Carlo Avanzini is the Organizer and Coordinator of
MWWD CONFERENCES
E-Mail: carlo.avanzini@mwwd.org
Web: www.mwwd.org
Professional registration @ Chambers of Engineers, Genova, Italy, No C.E. 8679A
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.
MWWD CONFERENCE ORGANIZATION
31. Managing Director
AVANZINI MIDDLE EAST (FZE)
Saif Zone - Q1-04-033/A – P.O.Box 121256 – Sharjah – U.A.E.
Incorporated @ No. 14905
E-Mail avanzini@mideast.com Mob. 00971.50.9391572
Professional Engineer
Marine Engineering And Consulting
Cemil Topuzlu Cad. 26/1 Ciftehavuzlar, Istanbul, Turkey
E-Mail: carlo.avanzini@sealinecons.com Mob. 0090.542.3580445
Organizer and Coordinator
MWWD CONFERENCES
E-Mail: carlo.avanzini@mwwd.org
Dr. Eng. Carlo Avanzini
Degree Naval Architecture, Naval and Mechanical Engineering, University of
Genova, Dept. of Naval Engineering, 1963
Professional registration @ Chambers of Engineers, Genova, Italy, C.E. 8679A
AVANZINI MIDDLE EAST FZE – SHARJAH, U.A.E.