A Construction Manager is required for a project with a large-scale manufacturing facility in Co. Waterford. In this role you will be working with Tandem Project Management to deliver a high-value project for a key client. In this role you will report into the Project Manager and be responsible for all Construction & Civil works. This role offers you an exciting opportunity to join the project just as the civil works are due to commence to ensure youâre involved from early stages.
- Act as an interface with stakeholders to address and resolve any issues with site.
- Complete regular walkthroughs of site for safety and checks on progress etc.
- Attend daily/weekly co-ordination meetings regarding construction.
- Work closely with all disciplines to develop a construction team.
- Attend walk-downs to ensure that appropriate standards are being met and to resolve punch lists based on priorities.
- Ensure that lean construction tools and methodologies are being implemented.
- Ensure quality standards are implemented and that documentation requirements met.
- Coordinate the project construction programme.
- Review and approve any site field instructions and manages commercial contract variations, and acts as a delegate for the Project Manager.
- Ensure that the team manages changes in construction and ensure all are captured, documented and assessed for quality, safety, cost or schedule impacts.
- Ensure that the contractor manages the design, construction, commissioning and qualification, schedule and cost in collaboration with other project team members, personnel, outside contractors and vendors.
- Ensure that the contractor report construction progress as required against project deliverables.
Qualifications & Experience:
- Minimum of 6 yearsâ heavy industrial construction management experience is essential.
- Degree in an engineering discipline is required.
- Brownfield site experience would be beneficial.
- Proven track record of project delivery to schedule.


Example of the 3D Laser Scanning Process
3D Laser Scanning - What is it ?
3D Laser Scanning is a non-contact, non-destructive technology that digitally captures the shape and dimensions of physical structures and objects using a line of sight laser light. Laser scanning uses a very rapid laser beam of up to 1 million points per second to scan the environment and capture a vast quantity of data from the surface of structures and objects in the form of a pointcloud, where each point has it’s own xyz coordinate.
In other words a 3D laser scanning survey is a way to capture a structure or objects exact size and shape and represent this in the computer world as a digital 3-dimensional model.
3D laser scanners measure fine details and capture free-form shapes to quickly generate highly accurate point clouds. A 3D laser scanning survey is ideally suited to the measurement and inspection of contoured surfaces and complex geometries which require massive amounts of data for their accurate description and where doing this is impractical with the use of traditional measurement methods.
Scantech and our 3D Laser Scanning Services
Here at Scantech International we have been carrying out 3D laser scanning services in the UK for over 15 years, and were one of the very first laser scanning companies in the UK to purchase a laser scanner.
High Definition 3D Laser Scanning Applications
- Historical Preservation
- Detailed Measurements
- Surveying hard-to-reach areas
- Construction Progress
- Digital 3D Photos
- Video of Surveys
- MP3 and JPG Files
- Changes view to real-time 3D
- Record exact data
Uses of the 3D Laser Scanning Technology:
Volumetric Measurements - Laser Scanning surveying is ideal for calculating volumes of for example coal mounds or cuttings and can quickly determine the volume using specialist software and we have many examples of where we have used this application
As-built Models and Drawings - Depending on our clients requirements, we can produce both BIM models and 3D CAD models and drawings accurate to 5mm throughout from a Point Cloud Survey
Mechanical, Electrical and Plumbing (MEP) as-built Models and Drawings - Using our 3D scanning services to produce the as-built 3D point cloud of a building prior to fit out allows the designers of the MEP services to modify their design to avoid clashes and rework with structures that differ in location from their design locations.
Change detection - Differences between the design of a structure/building and the as-constructed structure/building can easily be highlighted by undertaking a 3D laser scanning survey and comparing the BIM design model with the resulting point cloud
Clash Detection - See Mechanical, Electrical and Plumbing (MEP) as-built Models and Drawings above
Structural as-built Models and Drawings - We have undertaken hundreds of 3D surveys of buildings, bridges and tunnels using high resolution 3D scanning to produce accurate BIM and CAD models as well as 2D drawings (elevations, sections, etc.)
- Catastrophic event mapping
- Hazard surveying
- Accident reconstruction
- Registered photo video coordinates
Laser Scanners We Use:
To carry out our 3D Scanning Services we us the following 3D laser scanners to capture our point cloud data.
- Leica HDS P20 for outdoor and intermediate distance scanning
- Faro X330 for indoor measured building type surveys
- Riegl 390i for long distance scanning up to 300m
- Faro Freestyle for areas that are difficult to access
- 3DS Max
- Leica Cyclone
Laser Scanning Companies UK
Scantech International was one of the first laser scanning companies to be established. We have carried out 3D laser scanning surveys and services throughout the UK, Europe and as far as the Middle East. In the UK we have carried out these surveys in all the major cities including :
- Laser scanning London
- Laser scanning Birmingham
- Laser scanning Manchester
- Laser scanning Leeds
- laser scanning Newcastle
- Laser scanning Glasgow
- Laser scanning Edinburgh
Our turnaround time from a one-day survey on site to producing the deliverables varies from 2-3 days for a simple registered point cloud, drawing or 3D model to up to 10 days for a complex high specification (ie detailed features) BIM model.
If you are looking for specialist laser scanning companies in the UK then please get in touch via our contact page and we can provide you with a quote, proposal or any additional information you may require.


Floods remain one of the most destructive natural disasters globally, wreaking havoc upon communities and displacing millions each year. Traditionally, flood prediction systems have depended on extensive networks of physical gauges to monitor river levels and rainfall data.
However, in many regions of the world, such infrastructure is sparse or nonexistent, hampering our ability to issue timely and accurate flood warnings. This is where Google’s advanced AI models are generating a ripple effect in flood forecasting.
Let’s explore how Google’s AI has become so precise in flood prediction with such limited data.
A deep dive into flood prediction with AI
Google’s AI-driven flood prediction technology stands out because of its remarkable ability to make precise forecasts even with limited data, as explained in Google’s blog post.
Instead of relying solely on traditional river gauge readings, Google’s models weave together a rich tapestry of information. This includes historical flooding events, weather forecasts, topographical data (like terrain and elevation), and even satellite imagery to gain a comprehensive understanding of a region’s susceptibility to floods.
The AI system doesn’t simply analyze data; it actively simulates potential flood scenarios. By running thousands of simulations under varying conditions, the models learn to identify patterns and predict how rising water levels might behave in different parts of a river basin.
Crucially, Google’s AI models are designed to adapt to data scarcity. This makes their technology particularly valuable for regions where traditional flood monitoring infrastructure is underdeveloped.
A wave of global impact
Google’s AI flood prediction initiative isn’t just an abstract concept – it’s already making headway in safeguarding lives around the globe.
Google’s Flood Hub platform now provides flood forecasting services in over 80 countries, spanning numerous regions where traditional data collection methods are challenging. This wider coverage significantly expands the number of communities that can receive early flood warnings.
Flood Hub works in tandem with Google Search, Google Maps, and Android notifications to disseminate critical alerts to those in harm’s way. These timely warnings allow people to evacuate or take necessary precautions to mitigate the impact of floods.
Google recognizes that collaboration is key in advancing the cause of disaster preparedness. The company actively partners with governments, NGOs, and researchers to share its AI expertise and refine its flood forecasting capabilities further.
More than just a showpiece technology
While technology plays a crucial role, Google’s flood prediction efforts go beyond mere technological innovation.
Early warnings empower individuals and communities to make informed decisions during potential flooding events, potentially saving lives and minimizing property damage.
Google’s use of AI spotlights the potential for technology to contribute to humanitarian causes and make a positive difference in people’s lives.
AI’s role in a safer future
Google’s work in AI-driven flood forecasting is a promising example of how technological innovation can be harnessed to address pressing global challenges. As AI continues to advance, we can anticipate even more sophisticated and impactful applications that extend far beyond flood prediction. Imagine AI systems that can anticipate and warn of droughts, wildfires, or extreme weather events with unprecedented accuracy.
By providing communities with a more comprehensive understanding of potential hazards, AI can empower them to take proactive measures to safeguard lives, infrastructure, and livelihoods.
Furthermore, AI’s ability to analyze vast datasets can shed light on the complex interplay between human actions and climate change.
This knowledge can inform policy decisions and resource allocation strategies aimed at building long-term resilience in the face of environmental challenges.


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A prominent project with easy installment plan and sea-views in Trabzon center.
Location overview of apartments for sale near Trabzon city center
The project within apartments for sale in Trabzon is located in close proximity to Trabzon center in the area of Yalıncak and close to vital public facilities like schools, clinics, and supermarkets. The area enjoys a moderate climate during the summer months.
The project is located from:
The beach: 1 km.
Forum Trabzon shopping center: 4 km.
Trabzon airport: 5 km.
Trabzon city center: 4 km.
Features of the property:
The project has been constructed on an area of 6,530 sq.m. out of which 1,240 sq.m. were used for the buildings and 5,290 sq.m were kept as green areas. The project comprising of (4) buildings and a covered car-park consists of (3) bedrooms + (1) hall apartments over an area of 160 sq.m. offering uninterrupted views of the Black Sea.


Concern for Traffic Safety Makes a Difference in Wilcox County
A dangerous intersection in Pine Hill caught the attention of Alabama Forestry Association (AFA) member foresters and timber-haulers in Wilcox County.
The intersection of Highway 10 and 5 was confusing to motorists. Two-lane Highway 10 had “STOP” signs, while four-lane Highway 5 did not. Many drivers claimed the wide intersection had the “feel” of a full-four way stop. “Near misses” and “close calls” were an almost daily occurrence.
Weyerhaeuser employees Clay Thomas (Area Manager) and Ed Kennedy (Harvest Manager) became concerned about the possibility of a potentially deadly collision. A phone call to the city of Pine Hill confirmed that the Mayor and Chief of Police had already noted the danger at the intersection. City officials had already discussed the issue with officials at the Alabama Department of Transportation (ALDOT), but were told that the intersection didn’t meet administrative guidelines for a traffic signal, and that there had not had been enough “incidents” to warrant additional signage.
Weyerhaeuser’s Ken Durand was not content to wait for a serious accident. Timber-haulers were driving through the intersection each day on their way to International Paper Company’s Pine Hill mill. While most of the truck drivers were aware of the danger, other motorists apparently were not. Ken believed a log truck-car collision was imminent, and he wasn’t ready to throw in the towel on a possible solution due to an arbitrary bureaucratic rule.
Ken called AFA for help. AFA contacted Joe Twardy at International Paper, who confirmed that there had been numerous accidents at the intersection over the years.
AFA arranged a site visit with ALDOT Division Engineer Jim Henley, ALDOT Safety Expert Tim Barnett, and David Leibold of International Paper. The meeting resulted in ALDOT’s agreement do a traffic count study to determine if additional traffic controls were necessary.
Persistence paid-off. ALDOT concluded that the danger of the intersection was worthy of additional traffic controls. Newly-implemented improvements at the intersection include elimination of a secondary turn lane and installation of signs to covert the intersection into a full four-way stop.
Safety awareness is standard operating procedure in our industry. However, in this case the determination and persistence of our members will no doubt prevent future accidents and possibly save lives.


Whether your business is looking to attempt LEED, Green Globes, or Florida Green Building Coalition, we want to make the certification process as easy as
Handbook of Green Building Design and Construction: Leed, Breeam, and Green Globes: Kubba, Sam: Amazon.se: Books. Guide to Green Building Rating Systems: Understanding LEED, Green Globes, E. av. Linda Reeder. , utgiven av: John Wiley & Sons, John 28 överblick av green building Certifieringsprogram.
Handbook of Green Building Design, and Construction - LEED®, BREEAM®, and Green Globes®. Details. Packed with conceptual sketches and photos, real 12 Mar 2021 Green Globes vs. LEED.
July 14, 2011. April Ambrose Business Development Manager Entegrity .
This has led some in the industry to criticize the program, as it tends to charge significantly higher fees than LEED for one-off assessments. So, what’s the key difference? It can be hard to pick out the differences between each certification, especially since it’s often the case that a building that scores well under LEED is likely to also score well under BREEAM.
It can be hard to pick out the differences between each certification, especially since it’s often the case that a building that scores well under LEED is likely to also score well under BREEAM. Sustainable Options: LEED™ and Green Globes™ – a Comparison – Part One of a Three Part Series. By Tracy Randazzo. June 9, 2015 (updated June 11)A real world comparison of sustainable rating systems is a fortunate opportunity.
Green building is the abstract idea on which LEED ratings were built. Without LEED ratings, there is no quantitative way to judge whether or not a project meets or exceeds environmental standards. Without green building, there are no ideas upon which the entire concept of environmentally conscious construction can be based.
While both require a minimum number of points, LEED has mandatory prerequisites — that have no point value — while Green Globes does not. 2008-08-27 As a LEED accredited professional for the past 10 years I have worked within the tight and narrow structure of the LEED process. As a Green Globes professional for the same 10 years, I have designed and assessed buildings using the Green Globes on-line survey system. Using both the LEED and Green Globes processes, I have observed the following: Both rating systems serve an important role in 2014-06-05 2021-03-15 Green Globes is an American National Standards Institute standard, while LEED is not.
Green Globes touts itself as the streamlined and affordable alternative to LEED. But the History of Green Globes. The Green Globes program was thoughtfully developed through more than nine years of research Comparing Green Globes and LEED. Like LEED, Green Globes rates the sustainability of a building’s design, construction and maintenance, including landscape and irrigation systems.
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The first level credential is called the LEED Green Associate, which Green Globes® is administered by the Green Building Initiative (G science, as well as project requirements for green building certifications such as LEED. we know how to efficiently achieve green certifications such as LEED , WELL, Green Globes and Energy cost savings compared to code baselin 3.4.1 LEED Certification Process and Accredited Professional . The top four systems — LEED, Green Globes, Green Star and BREEAM — remain the same.
At Papadakis ISB, the total estimated hours for LEED tasks added to 180-315 hours, while the Green Globes process was estimated at 45-95 hours. This is the biggest contributing factor to the increased fees from the Designer or Consultant on LEED projects.2
LEED vs. Green Globes.
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Green Globes®: A Practical Alternative to LEED. Green Globes® is a science- based, collaborative, and user-friendly assessment and rating system that provides
LEED is working on improving these Image 3 of 3 from gallery of Competition for LEED: GBI's Green Globes Shakes Up Building Certification. Excerpt from Drexel University's study of LEED versus 14 Jan 2019 In the commercial construction industry, there are many different ways go green, from choosing sustainable materials to smart building designs 5 Aug 2019 These facts have prompted the creation of green building standards, as LEED, Green Globes, and the National Green Building Standard. The 12 GSA buildings were compared to industry standard performance of energy 14 May 2014 The internal staff costs to meet LEED requirements totaled $125,000 compared to $9,000 for Green Globes, Associate Professor Jeffrey Beard Is similar to LEED, but was developed as an alternative and cost cutting green initiative compared to LEED. Where some facilities are not able to be LEED certified, 27 Mar 2014 LEED and Green Globes – a Comparison. By Jiri Skopek AA DIP.,OAA, MCIP, RIBA. With the sudden re-emergence of Green Globes as a Green Globes, which is commonly used in. North America CASBEE, compared to LEED or BREEAM, uses a selection earns points in LEED, Green Globes,.


Q. What happens when the property is suspected of having combustible cladding?
A. On 1 October, 2018, Part 4A of the Building Regulation 2006 (Qld) (Cladding Regulations) came into effect. When an owner of a private building is selling their property which has cladding, the property owner is required to undertake a process to identify if the building is affected by ‘combustible cladding’. If a building is found to be affected by combustible cladding the building owner must display a notice to that effect in a conspicuous position near the main entry point to the building. A Seller must also before settlement give to a Buyer notice that the building is affected by combustible cladding. Where the building comprises two or more lots the Body Corporate is taken to be the property owner.
TIP – You should refer to the terms of the Part 4A of the Building Regulation 2006 (Qld) Regulation in any situation involving combustible cladding as the regulations detail the specific types of buildings that these regulations apply to.


A brick V2ray机场推荐 layer can create any property an attractive masterpiece. These effort men and women are actually required in today’s development market. You can easily even obtain one for your very own house. They possess a number of tasks in their field, such as reinforcing bases, erecting wall surfaces, and also clearing away debris.
Block 搬瓦工 购买 layers stem from various backgrounds. They might be actually discovered with all conditions, plus the states in Canada, Mexico, as well as Europe. They likewise stem from many different nations including the USA, Britain, France, Italy, Greece, as well as Turkey.
A block layer has lots of jobs to accomplish on a project. These work could be done through a singular male, or even by teams.
The base layers are the 1st individuals that will climb up in to solitary confinement to focus on the structure. They have to possess the effective equipment to eliminate the blocks that they damage from the wall structure. Some of these tools consist of shovels, hammers, crowbar, as well as more. A small container along with a sponge to collect the excess dirt is made use of at the same time.
A scorching auger may be used to relocate the filth away from solitary confinement. This tool will certainly traverse the blocks and also pulverize them. When this resource is actually utilized, a bucket will be needed to have to accumulate the parts of bricks, and also the ground around solitary confinement will certainly be actually readied to use as ground.
After this wall requires to be decimated, it should be actually dried. Using an energy drier will certainly aid the cement mix put together correctly. Possessing the effective machinery to dry the bricks out is actually important, given that it may certainly not be actually put back together until it is actually dry out.
One more project that a brick coating has rises the wall surfaces on the internet site. The correct tool isused to always keep the wall structures erect, as well as they should be cut correctly to keep the desired elevation. Making use of a crane to raise and also reduce a wall structure is actually necessary to erect it adequately.
When the wall structures are actually done, the mortar mix should be actually applied to the wall. When making this treatment, a brush is used to wipe any kind of excess, and after that the mix is put down the wall surface. This should be actually carried out on each edges of the block layer and entrusted to set.
As soon as the brick coating has ended up applying the mortar, they will definitely at that point need to take the soil out of the hole, and relocate back in to the pit. If the mortar is certainly not applied properly, the soil may begin to break up, as well as bungle the hole. Hereafter is actually performed, the bricks should be injected the pit and also prepared to be transported away.
Levels are actually after that moved into solitary confinement, and the moment the top coating resides in place, they are going to put down the bottom coating, as well as carry on putting blocks right into the wall surface till all the blocks are full. It takes a fair bit of time to develop a brick wall and also will certainly take a number of times to finish. Certainly not all the coatings will certainly be actually performed at once, and it is popular for the last level to be made.
Lots of people discover this duty tedious, but it is actually done to produce a wonderful residence for their family members. The ideal foundation is actually vital to the total results of the structure. A foundation that has no security feels like holding a lattice up with a notepad.
If a groundwork is actually certainly not adequately created, it could possibly result in a weaker groundwork, which could result in the home to penetrate the ground. This are going to cause the remainder of the residence to give in, ruining everything. A brick level, along with the ideal groundwork, create a wonderful home audio as well as secure, and give people a property to stay in.
When you are actually only starting, it is actually a really good idea to obtain a block level’s certificate. The certification permits you to begin the work of building a property, without needing to fret about constructing code concerns.
Block is a specifically great type of structure material considering that it is actually powerful and pretty low-priced. The majority of property groundworks are cement, but there are actually several choices when it involves opting for a concrete mix for bricks.
There are actually a number of different methods to build a brick foundation. One possibility is actually to put a slab down 1st and afterwards use small blocks to fill in the gaps.
This is actually very taxing, especially if you’re putting in a great deal of rock, but it might have the capacity to decrease the organic pressure on the flooring. This isn’t generally the absolute best service.
An additional procedure that has been actually made use of in Chicago for a long times is actually using two coatings of bricks. A sealant is actually applied to the top, and also the block coating is at that point utilized on the bottom.
What takes place right here is that the lower wall structure is used as a base for the top layer of blocks. The second layer is actually applied leading of the very first, and afterwards the sub-slab is put up.
To accomplish an effective venture, a lot of initiative have to be put into the drawing board. Given that a ton of folks like the look of block, discovering components that are actually relatively low-priced as well as effortless to discover can conserve a ton of loan.
Some present day trends include making use of color for brick. This makes it simpler to locate a block for use in little areas, yet the result can be rather dramatic, thus care ought to be taken.
Some block issimply helped make coming from low-cost components like rock. Having said that, if you may manage a few of the much better components, the result may be excellent.
You can also obtain tips wherefore you prefer from local distributors, or even scan the world wide web. Naturally, you will locate the cheapest costs through looking around.
Just before selecting any type of blocks, you ought to attempt to find a local area supplier and also find what they must deliver. While it is actually certainly not constantly achievable to match local suppliers, you can normally receive a good concept of the kind of premium you can easily expect.
A block level may make any kind of house an attractive job of art. Yet another task that a brick layer possesses is erecting the wall surfaces on the website. When the block layer has finished applying the mortar, they will definitely then need to take the dirt out of the gap, and also move it back into the pit. Levels are after that relocated into the hole, as well as as soon as the leading level is in spot, they will definitely place down the lower layer, as well as proceed positioning blocks into the wall structure up until all the blocks are total. A block layer, along with the right foundation, make a stunning home sound and also secure, and give individuals a house to live in.


This project was a new recreation center built for Benedictine College. The majority of the exterior frames had gothic arches, and the aluminum material needed to be rolled to match the radius of the steel lintel. To accomplish this, we had to send the material to a third party with detailed drawings to show the pieces and the radius that it would need to be matched to. The entire process from the time we shipped the material off until the time we received it back was about five weeks, so we had to ensure that all the information we sent was 100% correct so that the project wouldn’t be delayed. Everyone was very happy with how the finished project turned out!


Dravo Awarded Two Contracts Totaling $7 Million
Dravo Corporation, Pittsburgh, Pa., has received two contracts totaling $7 million for the design, engineering and construction of a coal barge unloading system and a 40-cell dock at Allegheny Power Systems' Pleasants Power Station at Willow Island, W.Va. The unloading system will include a bucket-elevator barge unloader and shuttle barge haul system designed to handle 3,300 tons of coal an hour from barges. The dock facility will be used for unloading coal and lime for the plant's pollution control system. The first of the two new 626- megawatt units on the Ohio River will be in commercial service in 1979. United E n g i n e e r s & Constructors Inc. of Philadelphia has overall responsibility, under direction of the Allegheny Power Service Corporation, for the engineering and construction of the station. Allegheny Power System includes three operating companies — Monongahela Power Company, The Potomac Edison Company, and the West Penn Power Company.
Dravo is an international engineering, construction and manufacturing firm with more than 50 years' experience in civil construction and the design and manufacture of materials handling systems.


Paste 2018 Committee Members
Sergio Barerra – Technical Organising Committee
David Elias – Australian Committee
Having a degree in Civil Engineering and having been a Member of the Institution of Civil Engineers and a Fellow of the Institution of Engineers Australia, David has practiced as a consulting geotechnical engineer since 1977 and has had an interest in mine waste management since 1980. He has experience in tailings management of a wide variety of minerals in numerous countries and varied climatic and geological settings. David has been a long term and regular contributor to ACG events, particularly those related to tailings management and paste.
Professor Andy Fourie – Australian, Technical Organising and Editorial Committees
School of Civil, Environmental & Mining Engineering, The University of Western Australia
Andy is a Professor in the School of Civil, Environmental and Mining Engineering at The University of Western Australia in Perth.
He has Bachelors and Masters degrees from the University of the Witwatersrand in South Africa, and a PhD from Imperial College, University of London. He has worked at the University of Queensland, the University of Witwatersrand and has been a visiting professor at the University of Alberta, the Catholic University of Valparaiso in Chile and the University of Colorado in Boulder. His research is in the field of mitigating the impact of mining and municipal solid waste disposal. Outcomes from his research have been incorporated in changes to environmental legislation in South Africa. He has recently contributed to a series of Guidelines for managing mine tailings in Australia, as well as developing a document for the International Atomic Energy Association on barrier systems for retaining uranium mining waste.
Richard Jewell – Australian, Technical Organising and Editorial Committees
Senior Consultant, Australian Centre for Geomechanics
At The University of Western Australia, Richard was responsible for establishing the Geomechanics Group within the Department of Civil Engineering in 1984, and subsequently the Australian Centre for Geomechanics in 1992. Throughout his professional career Richard has worked closely with the offshore oil and gas industry and the mining industry. Richard was the lead editor and contributing author of the three editions of the “Paste and Thickened Tailings – A Guide”. In 1999, he initiated and has since led the ACG’s annual paste and thickened tailings international seminar series. As a senior consultant, Richard contributes to and promotes ACG research projects and its further training and education platform.
Dr Gordon McPhail – Australian Committee
Executive, Water, Waste and Land Engineering
Gordon graduated as a civil engineer at the University of the Witwatersrand in 1974. Gordon has worked as a consulting engineer to the mining industry specialising in the geotechnical and environmental aspects of mine waste management for 35 years and has participated in projects in Africa, Australia and North and South America.
Dr Angus Paterson – Technical Organising and Editorial Committees
Director, Paterson & Cooke Consulting Engineers (Pty) Ltd, South Africa
Angus is the managing director of the Cape Town office of Paterson & Cooke, having founded the company together with Dr Robert Cooke in 1991.
Angus completed his Civil Engineering degree at the University of Cape Town, South Africa in 1984 and continued post-graduate studies, completing an MSc in 1986 and a PhD in 1991. His research work focused on the flow behaviour of high concentration backfill slurry pipelines.
Angus has been directly involved in analysis and design of slurry transport systems since 1987 and has worked on slurry pipeline projects throughout the world. These include long distance slurry pipelines, underground paste and backfill distribution systems and numerous conventional, thickened and paste tailings disposal systems.
David Reid – Australian Committee
Research Fellow, School of Civil, Environmental and Mining Engineering, The University of Western Australia
David is a tailings engineer with 12 years’ experience in the design, laboratory testing, investigation, and analysis of tailings and tailings storage facilities. David’s focus is on the laboratory and in situ characterisation of tailings with respect to strength, consolidation, and liquefaction. A particular focus of his work in on assessing the in situ state and liquefaction susceptibility of upstream tailings facilities in a critical state framework. David recently submitted his PhD at The University of Western Australia, which involved studying the properties of polymer-treated tailings and the use of centrifuges to perform consolidation testing.
Fred Schoenbrunn – Technical Organising Committee
Director for Thickeners, FL Smidth, USA
Fred has been with FL Smidth for 27 years, starting with Eimco Process Equipment in the technology department and working the last 20 years in sizing and design of thickeners and clarifiers as a product manager and group manager. Prior to coming to FL Smidth, he spent 5 years as the supervising engineer in a chemical plant. He has been instrumental in the development of the deep cone paste thickener market over the past 20 years and helped develop the standards for paste thickeners. Fred has authored 22 papers including ones on thickener design and control for the SME Plant Design Handbook. He is also an author in the latest edition of Perry’s Chemical Engineer’s Handbook, and has several patents related to thickener design and operation. He is a certified Professional Engineer with a Bachelor’s degree in Chemical Engineering from Lehigh University.
Professor Paul Slatter – Editorial Committee
Principal Engineer, Rheology and Slurry Engineering, ATC Williams Pty Ltd
Paul’s main expertise is the characterisation of Slurry Flow Properties and their use in Pumped Pipeline, Open Channel and Launder Design. He has been actively involved in Flow Process Design, Research and Higher Education teaching for the past thirty-five years. Paul’s main interests and contributions are for viscoplastic fluids in the engineering hydrodynamic contexts of laminar, transitional and turbulent pipe flow, centrifugal pump derating, losses in valves and fittings, open channels, Launders and sheet flows. These design approaches developed by Paul have been referenced in 17 Design Handbooks on Mineral Processing Plant Design. Paul recently left RMIT University and has established a Rheology and Slurry Engineering Consulting section at Australian Tailings Consultants ATC Williams. He has presented 14 Invited International Keynote Addresses, Chaired 47 International Technical Conference Sessions and presented courses internationally, in the field of Rheology, Slurry Flow, Open Channel and Launder flow; and Pump and Pipeline Design.
Dr Fiona Sofra – Technical Organising and Editorial Committees
Managing Director, Rheological Consulting Services Pty Ltd
Fiona is managing director of Rheological Consulting Services, providing test-work services, expertise and advice on the processing of particulate slurries in a range of operational environments. Fiona has conducted testwork for and consulted to many world-leading minerals companies including BHP Billiton, Rio Tinto, Barrick Gold, Alcoa and Anglo American, providing real and workable solutions to problems through understanding and control of the slurry environment. Fiona is an Honorary Fellow at the University of Melbourne and holds a Bachelor’s degree and a PhD in Chemical Engineering.
Paste 2018 Event Coordinator, Australian Centre for Geomechanics
Paste 2018 Event Manager, Australian Centre for Geomechanics


Alumnus Avramov Passes
We are saddened to report that CEU alumnus Andrej Avramov (ENVS ’99, North Macedonia) recently passed away. He was 60 years old.
Andrej had a long career as an environmental engineer. Since 2017 he worked as Senior Environmental Engineer with Italian construction and engineering firm Salini Impregilo. From 2012 to 2013 he oversaw the environmental protection plan for a gas booster station in Kuwait.
Andrej was remembered by friends as a friendly, good natured professional with a calm personality and a “beautiful mind.”
Our deepest condolences to Andrej’s family, friends and classmates.


Residential, Commercial, Hospitality, Civic, Recreation, Preservation Planning
Urban Design, Master Planning, Architectural Concept Design
Construction Cost: $225,000,000
Project Size: 3,250,000 S.F.
Urban Master Planning
HACBM won an international competition for the design of Shindagha, a high-profile integrated community developed and inspired by local social and religious values. The complex is composed of 800 residential apartments, 900,000 square feet of retail space, a 300-room hotel, a civic building, 400,000 square feet of office space, and parking for 3,000 cars.
This Shindagha project is prominently located within the central business district and along the Khor Dubai, a vital watercourse leading to the Arabian Gulf. Although the existing “mud hut” housing stock has been razed, the historic Sheikh Saeed’s Palace and six mosques remain as significant landmarks within the development. An extensive pedestrian system links the project’s interior and the waterfront, and is anchored by a marina located near the palace.


Our firm strongly believes that each project regardless of parameters can be designed in a responsible manner protecting both the environment and client interests. Environmental protection is paramount in all project design and with innovative or “out of the box” thinking, the incorporation of environmental protection into a projects final design can be both aesthetically and economically favorable. Our dedication to the protection of our local resources has created a firm capable of maintaining the delicate balance between environmental protection and development pressures. As our county and state continue to grow the ability to maintain such a balance is critical to achieving a stable future capable of sustaining our growing population, technological demands and invaluable environmental resources.
Photos and website by Nemo R.D. Melton (c)2018. Site powered by Weebly. Managed by SiteGround.


Story and photographs by StoriesWellTold
The stobie poles that have lined Gumeracha’s main street for decades were recently removed along Albert Street from the Soldiers Memorial Hospital to Randell Terrace in the first step in the Gumeracha streetscape upgrade.
With underground power cables now operational, Mayor Jan-Claire Wisdom says the community-driven upgrade of the Gumeracha main street, that emerged from extensive consultation in the local area, is helping to transform the economic sustainability of local businesses and the visual appeal of the whole town.
“We have a wonderful community project that has been many years in the making and involved an award-winning community engagement process.
Gumeracha Main Street Project Community Working Group members Hugh French and Libby Barber excitedly watched the first stobie pole come out of the ground.
“This process began many years ago when a range of … goals were proposed to improve the economics and aesthetics of the township — the ultimate of which was the removal of the stobie poles. And here we are today watching them come down,” Libby says.
“Community spirit and pride in the town has been really high since the transformation of the main street began and the removal of the stobie poles is a major milestone in this ongoing beautification project,” Hugh says.
“All of these changes, as well as future public art installations and traffic calming projects are going to make Gumeracha an even more appealing place to live and visit,” Mayor Wisdom says.
Watch out for the next stages of the upgrade which include new storm water management infrastructure due to be completed by August 2021 and streetscape upgrades including footpaths and kerbs, trees and street furniture by February 2022.
Click the image above to read/download the entire issue.


The River Arno Project
To save time and money, Colombino decided to build two shallower channels in place of the one deeper channel proposed by Leonardo. He hoped that the flow of water down the two trenches would erode the division between them. Despite misgivings about the plan, work began on the 20th of August, 1503. Within a month, the Florentine workers had constructed two channels, the larger of which was sixty feet wide and fourteen feet deep, while the smaller was fourty feet wide and fourteen feet deep as well. However, there was mounting pressure on Colombino to complete the diversion as soon as possible as war with Pisa was intensifying. Unfortunately, he had underestimated how many worker days would be needed and the difficulties of moving so much earth. This, combined with constant attacks by Pisan troops on his workers, as well as a chance flooding of the Arno led to the projects failure. In the end, the ditches were simply not deep enough to divert sufficient water away from its course and allow the erosion of the center mass. The flood destroyed much of the partially constructed dam and the Arno returned to its original course.
The failure of Columbino's attempted diversion can be seen in this video. Note that although some water flows down his channel, a great deal still flows towards Pisa, thus rendering the diversion pointless.


As part of the project to reconstruct the drinking water treatment plant “Carina” in Sokobanja, it is envisaged that the control building and laboratory facilities, as well as the chlorine station and pump station, will remain in the existing dimensions. It has been found that changing technology does not require an increase in the surface area of these facilities. These facilities have been refurbished through reconstruction, rehabilitation and renovation. The complete roof structure, joinery, the facade was replaced and all interior work was done.
The existing pre-treatment facilities were in very poor condition, demolished and new facilities of the same purpose and dimensions were built in their place. The structure was modified to accommodate the load on the steel structure for the second phase of construction.
The pools of slow filters were reconstructed by adding a layer of reinforced concrete floor and wall panels to the inside of the pool. The pool depth was increased by 35cm.
The construction of a new water treatment plant increased the capacity of the treated water, and the most problematic parts of the water supply system of the municipality of Sokobanja were expanded and reconstructed.


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𝐊𝐢𝐫𝐚𝐧𝐝𝐢𝐜𝐡 𝐃𝐚𝐦, 𝐁𝐚𝐫𝐢𝐠𝐨 𝐂𝐨𝐮𝐧𝐭𝐲.
𝐌𝐨𝐧𝐝𝐚𝐲 𝟑𝟎𝐭𝐡 𝐎𝐜𝐭𝐨𝐛𝐞𝐫, 𝟐𝟎𝟐𝟑.
The National Assembly Committee on Blue Economy, Water and Irrigation has expressed concerns over what it termed as the slow-paced construction of the Sh2.1 billion Kirandich dam in Baringo County.
Led by its Chairperson Hon. Kagongo Bowen, Members who visited the project which is in the second phase of construction, were angered by delayed works that are being undertaken by the Italian construction Company.
The Committee was disappointed that despite the government paying the contractor Kshs.271 million, nothing was going on and called the contractor to expedite the construction of the project.
“As a Committee after conducting a fact-finding tour of the project, we want to express our dissatisfaction with the slow pace the project that is supposed to serve residents is taking off,” said the chairperson.
He pointed out that the project has stalled for more than seven years and plans to revive it had given hope to the residents.
“The government has granted the contractor three extensions before and we cannot allow the project to delay anymore,” he added.
The Chairperson noted that construction works on the project resumed after President Dr. William Ruto negotiated for funding during his visit to Italy.
“The president has interests of the local people who rely on the project at heart and that is why he went out of his way to travel to Italy to negotiate for resumption of funding of the project by the Italian government,” he added.
He asked the contractor not to waste the President’s efforts through delayed construction of the project.
The Committee rooted for the installation of solar power systems as an alternative to electricity to cut down on costs.
This is after the Committee was told that the Baringo county government was spending more than Kshs.6 million to pay for electricity for the supply of water against Kshs.1 million collected as revenue.
The contractor assured the Committee that the project would be completed in 18 months.
The Committee that was touring water projects under the Central Rift Valley Water Works Development Agency also paid a courtesy call to the Baringo Governor H.E Benjamin Cheboi.
Other water projects that were toured by the Committee included the Perekera Irrigation Scheme and Chemususu Dam Water Supply.
Members on the tour included; Hon. Charity Kathambi Chepkwony, Hon. George Gachagua, Hon. Amina Mnyazi, Hon Musa Sirma and Hon. Reuben Kiborek.


In Mississauga, there are over 80 roof covering professionals using roof solutions. You can obtain quickly perplexed on exactly how to make the ideal selection of a contractor provided the big number of roof covering solution carriers readily available. You can likewise make use on your own of great products such as “Do not obtain scammed”; the publication reveals some roof keys as well as over 30 suggestions that will certainly assist you select clearly.
Having your roof covering changed or fixed can be extremely pricey; you may have to provide a down settlement prior to the roof firm will certainly begin the task. Look at the finished task and also educate the roof covering specialist if you have any type of issues prior to they leave your residence.
They examine the general problem of the roofing system and also figure out if the roofing system calls for repair work of any kind of kind. On the basis of this assessment, they will certainly choose if the roofing needs fixing. Appropriately, they will certainly execute the essential actions to repair the roofing.
Are you considering over the choice of obtaining your roof covering changed? The expenses connected with the solutions of business contractors are most likely the significant factor why you are still reviewing over the choice.
Confirm with the roofing contractor that is accountable for eliminating old roof products, a reputable roof covering business will certainly get rid of all old tiles as well as particles when the work is finished. Obtain whatever in composing do not make a spoken arrangement on anything.
Are you in requirement of a brand-new roofing? Than begin getting in touch with the roof covering business and also asking concerns have the firm provide you a composed price quote of what it will certainly set you back to fix or change your roofing.
Having your roof covering changed or fixed can be extremely costly; you may have to provide a down settlement prior to the roof covering business will certainly begin the task. The knowledgeable contractor will certainly identify whether your roofing system requires substitute on the basis of the shelf-life of the roof covering product. In Mississauga, there are over 80 roof professionals supplying roof solutions. Typically, roof requires roof covering developing as well as roofing system building and construction.
Than beginning calling the roof covering business and also asking inquiries have the business offer you a composed quote of what it will certainly set you back to fix or change your roofing.
Roof covering requires to be transformed after a certain time duration. Wood roof requires to be transformed every 30 years. The proficient contractor will certainly figure out whether your roof covering requires substitute on the basis of the shelf-life of the roof product.
There are 2 stages to roof tasks; there’s the creating facet as well as the real building. Usually, roof covering involves roof covering creating in addition to roofing building. A fredericksburg va roofers professional needs to likewise make certain that the most effective roof covering products are made use of; such products like roof shingles, water discharge pipelines and also finishings need to be durable as well as weather condition immune.
Ask the roofing contractor exactly how long it will certainly take to finish the task. The simplest means to locate the best roofing professional is to ask your next-door neighbors, family members and also buddies.
Considering that they are straight subjected to all-natural components and also events, roof coverings often tend to experience wear as well as tear frequently. Locating a great contractor Mississauga will certainly make an entire great deal of distinction to the strength of your roofing.
This is an additional job executed by business roofing professionals. They get rid of vegetation sticking out from the roofing system. At the very same time they clean out any kind of mess left throughout the fixing or changing procedure.
If they are bound as well as have a permit to change a roof covering or fix, ask the business. A reputable roofing contractor will certainly not attempt and also tear you off. They will certainly provide you various items to select from, not simply the pricey tiles as well as floor tiles.
When encountered with an extremely challenging roof covering job, a expert and also knowledgeable roofing professional is not relocated also. Roof covering might be an uphill struggle however a specialist is not astonished at such tough roof covering scenarios as well as can effectively manage them.
Prior to selecting any kind of roofing contractor contact a company and also see to it there are no pending legal actions versus the business. Do pass by a firm that does not have insurance coverage. Or you will certainly be in charge of all injuries as well as any type of damages that can take place.
Ask the roof business for referrals, an excellent dependable business ought to supply you the recommendations prior to you request for them. The roof covering firm need to be accredited as well as ensure to enter creating their guarantee for the job they finish. Do pass by a roofing professional even if they provide the most affordable cost, since you could obtain simply what you spend for.


PRR Track Charts & Map
E&A Division Map Ashtabula-Warren
Track Chart Legend
Southwest of Ashtabula
Munson Hill Road mp 119.58, Clay St. mp 118.04, Coffee Creek Arch mp 117.75
Austinburg Sealeys Run Arch mp 116.48
Eagleville Mill Creek Bridge mp 113.52
Turkey Foot Corner
Rock Creek Rock Creek Bridge mp 109.19
Rome Station mp 105.66
New Lyme Station mp 104.7?
East Orwell mp 100.8?
South of Orwell
Lockwood Bridge mp 95.26
South of Lockwood
Oakfield mp 92
Center Creek mp 88.4?
North of Champion mp 85.0?
East of Champion Youngs Run Bridge mp 84.44
Erie Niles - Lisbon Branch (Little Beaver Creek Greenway)


Autonomous vehicles & IoT
Covering nearly three quarters of our world, we’d imagine that water is one of our most plentiful resources on Earth – but everything we do on a daily basis consumes vast quantities of it. From the 130 litres of water it took to make the beans in your morning cup of coffee, to the 10,000 litres in just one pair of jeans, our water usage is astounding when you really look deeper.
In reality, our access to water is finite. With over 97% of the world’s existing water being unsuitable for human consumption, our reserve of freshwater has been shown to be declining faster than we can replenish it. In fact, nearly 70% of our world’s freshwater supplies are inaccessible, as they’re located within glaciers and ice caps. And after one of the driest summers on record in Luxembourg, the importance of water cannot be understated. The way our local infrastructure handles its water supply and wastewater management will be key in the future in preventing us from running out of our most valuable resource.
So how much do we really know about water distribution and wastewater collection? In 2014, three research engineers founded Luxembourg-based company RTC4Water, and have since made it their mission to help towns, syndicates, local governments, as well as entire countries manage their water distribution in a smarter, more efficient way. “Existing water management systems are operated by smart engineers, but information on how the water is being used, if any leaks are present, and if the water is being processed efficiently is difficult to assess. Even experienced engineers can have difficulty assessing the impact if a network fails. RTC4Water´s system gives a hands-free approach to managing water supply, and wastewater collection networks that allows those engineers to work on other tasks,” said Dr. Alex Cornelissen at RTC4Water.
Powered by artificial intelligence, their automation and prediction software, known as a global predictive controller (GPC), works to enhance existing water management systems, and provide an independent network management tool that proactively adapts to network changes and emergencies. Put simply, their system can reduce frequencies of pipes bursting, detect leaks, improve water quality and optimise the use of local water sources, to name just a few.
In 2021, the team partnered with SnT to bring their wastewater network GPC to the next generation, and restructure it to reduce pollution specifically further. “The idea of the improved system is to ensure that water is being correctly and safely managed, and sewage is being effectively redirected into sewage treatment plants, so that it can be safely discarded into the environment, reducing the impact of pollution,” explained Rodrigo Da Silva Gesser, a doctoral researcher working on the project.
The team have been recently awarded an Industrial Fellowship grant from the Luxembourg National Research Fund (FNR), which will allow them to bring on board another doctoral researcher. This will enable them to upgrade RTC4Water’s GPC to include real-time drinking water data, and therefore enable it to assess and estimate how much, as well as what kind of, wastewater is being produced. Consequently, their controller will be able to more effectively ensure that wastewater is being managed, collected, and treated efficiently.
“Working in collaboration with SnT’s team of researchers and with the research funding schemes in Luxembourg, our next generation GPC will, in the near future, be able to explicitly consider in real-time quality aspects of the managed water. For the wastewater GPC, this represents a world novelty that will revolutionise the dynamic management of sewer network worldwide. It has the potential to both reduce the environmental impact of heavy rain events, as well as the efficiency of the wastewater treatment process,” Dr. Cornelisson shared.
“We acknowledge and are appreciative of research funding from the FNR and state aid from the ministries of Economy and Finance for our research projects,” he concluded.


PropTech in Construction
The Real Estate industry is typically a slow-moving asset class. It is currently undergoing a digital transformation that not only changes its nature in terms of the markets and work environments, but is also influencing its growth. This movement focuses on digital technologies and innovation. The construction industry (13% of global GDP), and its broader ecosystem erects buildings, infrastructure, and industrial structures that are the foundation of our economies and essential to our daily lives. The global Covid-19 pandemic has forced many construction players to digitize and use technology to ensure the safety of their workers and boost productivity (industry has had meagre productivity growth of 1% annually for the past two decades), this dynamic will likely only continue to accelerate.
The Construction industry is one of the most labour-intensive industries worldwide where job sites are dynamic environments that implicate various workers, equipment and machines operating simultaneously which make managing such sites a challenging task. The absence of real-time information hinders managers’ capabilities to monitor schedule, cost and other performance indicators, which reduces their ability to reveal or manage the variability and uncertainty inherent in project activities. However, with the need to build more houses and infrastructure, quicker, to high quality and on time, there is a need to upscale the use of advanced technologies.
Despite several challenges being faced by the construction industry, productivity is one of the most significant problems that causes cost and time overrun. Construction firms can improve their performance, sustainability and competitive advantages in the market by adopting the best standard productivity practices. Most of the factors that affect construction productivity can be improved by monitoring productivity effectively. However, current practices for construction productivity monitoring are time consuming, manned and error prone. Recently, automated methods of monitoring productivity have used new technology and artificial intelligence for monitoring construction methods. This automated data collection for project performance control enables construction activities to be controlled and managed effectively in real time.
A case study for this would be one of Elkstone’s current portfolio companies, Evercam, which uses machine learning and artificial intelligence to help clients capture information from video time-lapses to ascertain real-time project status and site activity. It is a SaaS Product that turns generic CCTV into construction intelligence. Evercam’s technology has several applications such as assessing ergonomics and identifying design improvement opportunities, refining repetitive activities or spotting elements that could be prefabricated or assembled off-site in more controlled environments, reducing cost, schedule and risk.
Away from the construction site, Evercam has several external benefits. Marketing is now an integral element of the construction business, especially in the booming housing development sector. To expand your business and show new customers what your company can provide, you must invest in marketing. One of the most effective ways to show your projects off to the general public is to use time-lapse since it gives the viewer a sense of exclusivity and grandeur, to see the building grow from the ground up. These time-lapse videos grant you the ability to tell the story of the whole construction process, start to finish.
PropTech has the potential to fundamentally change the construction industry. We are of the opinion that there will be continued momentum in the PropTech sector as we are still in the early stages of the modernisation of the Real Estate industry. However, how well we adapt to the new systems and leverage them to our best advantage will determine how the Proptech-powered future will turn out.
By Benjamin Tackaberry
Connect with Benjamin on LinkedIn.


LACIE SILVA – Editor
In an exciting move to transform a beloved community space, on October 9 the mayor and alderman board of Jasper has recently approved bids for the installation of concrete in the green space.
Originally the space was a building site. However, when that building collapsed, the city cleared away the debris, allowing the area to return to its natural state. This condition has been preserved up to the present. However, the space has lingered in the minds of city officials with possibilities.
The town square is a community space that has long been a hub of activity and a gathering place for residents and visitors alike. The decision to cover the green space comes as a welcome solution to the ever-annoying menace of mud sinkholes that have become an all too familiar sight in this well-trodden area and developing an addition to the community space. Mayor Jason Turner even quipped about the “mud-covered shoes” as a testament, highlighting the space’s popularity. Moreover, the approved concrete slab will also serve as the groundwork for a proposed stage, recently submitted for the Tourism Enhancement Grant.
Three separate bids were reviewed by the city officials to ensure the best deal for their green space renovation. Copeland Development secured the winning bid at $35,000, while BK Construction presented a competitive offer at $47,900. Kane Industries, with a bid of $111,663, rounded out the list.
In addition to the concrete installation, the costs will also cover the replacement of deteriorating sidewalks, ultimately making the green space wheelchair accessible. Furthermore, the desire to incorporate memorial bricks, previously purchased, will add a heartwarming touch to this revitalized area.
Commissioner Vikki Morgan enthusiastically motioned for the approval of Copeland Development’s bid, which was seconded by another commissioner. The board’s unanimous approval of this bid signifies a significant step forward in enhancing this space to be cherished by the community.
While the timeline is ambitious, with the Halloween and Christmas festivities quickly approaching, Mayor Turner is confident that the work will be completed in time to welcome the holiday season. Even if the project isn’t entirely finished before the Jack-o-lantern Jamboree, the city assures that festivities will go on, with any remaining construction areas appropriately cordoned off. With these new concrete plans, officials are ensuring that an unused area will soon be more welcoming and resilient than ever before.
The Marion Tribune – November 2, 2023


Please note that a Partial Road Closure is in effect as follows:
Address: 1500 Block of Johnston Road
Date: December 15-16, 2020
Time: 7:30 AM - 7:00 PM
Partial road closure along Johnston Road between North Bluff Road and Russell Avenue for the purpose of performing CCTV. Emergency vehicles will have limited have access, signage and certified traffic control people will be in place.
ENGINEERING & MUNICIPAL OPERATIONS DEPARTMENT
877 Keil Street, White Rock, BC V4B 4V6


The ingenuity of Can Lis lies in its reinterpretation of traditional Majorcan building methods and the use of local building materials.
Can Lis was planned an organic, unified whole, its layout framing the day-to-day events that marked Utzon family life. Jørn Utzon's ideology centred on this very phenomenon - that architecture is not an external form: it is primarily the frame that encloses a collection of ritualized events. Precise studies in 1:1 of the site potential resulted in a set of interim drawings. Based on these drawings and with the help of the local building contractor Jaime Vidal, the house's final design emerged during the course of the building process.
Can Lis has been singled out by several leading architecture critics as one of the most important houses of the 20th century.


Reconstruction of Murmansk airport parking complex begins
The reconstruction works of the Murmansk airport parking complex are about to begin. This was announced by the General Director of PJSC "The Murmansk Airport" Andrey Osipov on January 28 at the meeting chaired by the Governor of the Murmansk region Marina Kovtun.
Andrey Osipov noted that the renovation implies construction of two short-term parking lots with a total capacity of about 250 cars, 49 of them for people with the limited mobility. There will be a long-term parking for 245 cars.
The reconstruction will revise the organization of the traffic; there will be new entrances and exits. The project provides a separate line for public transport. A transport ring will be built to separate the flows before entering the airport.


FSVC and the Tunisian Association of Public Auditors (ATCP) recently launched an electronic platform to monitor public infrastructure projects in Tunisia. The platform, known as “Cabrane” (a slang Tunisian word used to define a foreman), can be viewed at www.cabrane.com.
The first of its kind at the national level, this platform maps out meaningful data on more than 200 public infrastructure projects in 10 governorates, and allows users to participate and monitor the implementation of infrastructure projects by uploading photos, condemning cases of defect, and suggesting new infrastructure projects. Data is obtained from government sources, such as the Ministry of Equipment, under the new access-to-information law.
This platform is part of an FSVC program funded by the U.S.-Middle East Partnership Initiative, and aims to increase the effectiveness and accountability of the Government of Tunisia in implementing open government policies and strengthen the capacity of CSOs to advocate effectively for these policies.


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Safe drinking water is one of the basic needs of human being. Water is necessary to the people form birth till death. We get water from various sources like tap, tube-well, tone spout, river, pond, well, etc. It is essential to purify water for good health. The sources of water cannot be increased as per the growth rate of population size. The human activities like random disposal of solid wastes, improper use of chemical fertilizers, improper management of sewage, unmanaged urbanization, deforestation, unmanaged industrialization, etc. pollute the water sources. Because of this, a large population are suffering from the scarcity of safe drinking water.
In Nepal, only about 80 percent people have got the facility of drinking water. Urban people are facing water supply problem. The water supplied to the public is also not safe for drinking. At the same time, more than 20% rural population do not have access to improved water supply. Because of deforestation, unmanaged urbanization and random industrialization the water sources are dying out and people are suffering hours to fetch drinking water. Eventually, there will be great loss of time and labor of the people in the management of drinking water service according to the demand of the people are the main problems of this sector.
- Difficulty to supply drinking water to each and every house.
- The water supplied to the public through improved sources also may not be safe for drinking.
- The sources of water are dying out due to deforestation in the rural areas.
- The ground water in the cities cannot get recharged due to the concrete jungle like unmanaged buildings and physical construction.
- Water from the stone spouts, wells, tube-wells, etc. are decreasing due to human encroachment.
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Job Title: Construction Lead
Job Type: Contract / 24 Months
Job start date: Immediate
Duties and Responsibilities:
General / Management / Supervision
• Assist in setting-up the onshore construction team organization for the EPCI phase in liaison with Head of Construction Onshore.
• Identify and organize all required onshore construction support (Third Party support, Joint-Venture partner technical support, etc.) in liaison with the Head of Construction Onshore.
• Identify onshore construction risks and implement mitigation measures. Report Risks to the NFXP Offshore Head of Construction Onshore; review the EPCI Level 3 schedules; input into owners cost and budgets for execution phase of EPCI.
• Responsible for managing the EPCI scope(s) of work, key milestones and reviewing/validating the “fabrication” subcontractors AVL and manage the construction, preservation and installation as part of the EPCI contract.
• Responsible for assisting the supervision of the onshore fabrication team.
• Review contractor documentation related to the onshore construction and participate to Constructability review & Hazid workshops.
• Responsible for the assisting in the delivery of the Project in regards to all onshore construction activities.
• Participate in the review of the manpower, construction sequences and planning. Supervise the construction meetings and participate in recommendation for the selection / recommendation of the best technical proposal for each and any AVL sub-contracts proposed by the EPCI contractor during the onshore construction phase.
Qualification & Experience:
• 10 yrs. experience in construction, installation, and precommissioning within the offshore oil and gas industry, and specifically in relation to Offshore Pipelines & Cables.
• Experience with construction work at management or site representative level in the Middle East. Exhaustive experience for the preparation, fabrication, transport and installation of pipelines and cables with EPCI contractors.
• Have worked in similar roles in pipe-lay/cable lay vessels.
• Application and in depth knowledge of stakeholder specifications and a working knowledge of Industry standards
• Engineering Degree or similar, relevant experience may be taken if coupled with HNC/HND.
- Financial Management
- Hazard Identification
- Oil And Gas


S400 - 12 PILE
The S400 is heavily used throughout the commercial industry. It can be used for mining camps, dome shelters, modular buildings, solar farms, crane rails, light poles and much more.
198-250 PCD x 4 x 22mm holes
300-350 PCD x 4 26mm x holes
Up to 200kN
12 x 32NB (Nominal Bore) 42.4OD
Galvanised Pipe Light, Medium, Heavy
Avg. installation time
20 minutes approx.
Designed to take higher loads in the renewable energy, residential and commercial sector. The S400 – 12 pile model is also considered as our universal model as 8 ,10 or 12 micro piles could be specified by our engineering team to accommodate your requirements.
It can accommodate up to 200kN of gravity load and has an average installation time of 35 – 45 minutes. With untapped potential within many industries including the military, this innovative, reliable footing system will continue to revolutionize the way the construction industry operates
Eliminating the need for concrete slab footings, the Surefoot hybrid all-in-one system is suited to remote areas due to its portability and quick installation times.
Laying the foundation for mining camp living quarters, dining areas and storage facilities, the Surefoot steel pile footing protects against extreme weather conditions. It is a cost effective alternative to the traditional concrete slab foundation, making it ideal for all mining infrastructure projects.


Single Ply Roofing Systems
Several Roofing Systems
Brandle Roofing specializes in single ply roofing installations for commercial and industrial applications. We are proud installers of several single ply roofing systems, including:
Why Choose Single Ply?
Single ply roofing systems are often selected for commercial and industrial roofing applications because of their strength, flexibility, and durability. They are watertight and offer resistance to chemicals, fire, and wind. They also offer flexibility in installation–there are several methods of installation to choose from, and your Brandle Roofing expert is ready to recommend a technique based on your application. Contact us today to learn more about the benefits of single ply roofing.
Proper Installation and Maintenance
A major part of single ply roofing systems’ efficiency comes from proper installation and regular inspection and maintenance. We at Brandle Roofing are certified to install several types of these systems–you can trust our quality workmanship to meet installation and safety standards. In fact, our high-quality craftsmanship has been recognized by both Duro-Last and Firestone over the past several years. With proper installation and regular inspection and maintenance by Brandle Roofing, you can expect your roof to last 15 to 20 years.
Even if you’ve already installed a single ply roofing system, Brandle Roofing may still be of service to you. Our new roofing inspection and maintenance program can preserve and extend the life of your roofing system by regularly checking for and repairing routine wear.


Monthly Archives May 2016
Home for Sale: A Guide for Your Next Housing Journey
Second-best April on record for Ottawa Real Estate!
Sustainable Building Materials
As the world’s population increases and resources dwindle, sustainability, development that meets current needs without compromising the ability of future generations to meet their needs, has become a priority for homeowners, developers and governments. This shift in focus has driven improvements in building design and construction, including sustainable building materials. Green building materials impact energy and water consumption, waste reduction and occupant well-being by minimizing the negative effects that our built environment can have on the planet. Here are some new materials that are leading the way: Solar Tiles Producing standard roof tiles involves energy intensive techniques and their only function


Surveying & 3D mapping
Drone technology allows 3D mapping to be carried out quickly and at a fraction of the cost compared to other methods. By using our drone we can select the area required, and programme the drone to autonomously fly the whole area. The 3D mapping programme takes pictures at regular intervals, then stitches them together to produce the finished model. From the data collected we can generate 3D models to demonstrate building and construction projects, crop growth, industrial landscapes and even indoor locations.
As technology improves these models will become more detailed and complex, allowing greater flexibility as to the objections and location where mapping is possible.
Due to the flexibility of the drone, both the time and the cost can be kept to a minimum. We consult with you throughout the process, ensuring that you are fully satisfied and we achieve the results you are looking for.


Find All information about Concrete Cutting Auckland
Concrete Cutting - Adding a Pre-Cast Concrete Bulkhead to Your Property
Doing this will include a watertight weatherproof egress to your basement that, oftentimes, is essential to follow local building codes during a remodel. To start with, it's most likely a fantastic idea to describe what pre-cast concrete is. Pre-cast concrete is concrete that's been mixed, shaped, and vibrated at an extremely controlled “plant" type surroundings then delivered or trucked to its final destination and also installed.
Regardless of how a few precast concrete goods are much thinner than traditional “poured in place" programs do not signify that the pre-cast goods are less quality and to the contrary, they are typically a lot stronger. To be able to orchestrate this job you're likely to require a pit dug, a door opening cut Concrete Cutting Auckland to your base and the authentic pre-cast concrete bulkhead installed and delivered. Step one is to find a pre-cast concrete merchandise trader. A pre-cast concrete trader can be found on the regional phonebook, or even better, your online yellow pages.
As soon as you've found a respectable dealer you want to stop by the pre-cast producer's showroom, which often contains a giant field filled with staircase, bulkheads, and culverts. You have to pick the size and design that's ideal for your job. A conventional pre-cast bulkhead will normally charge less than $1000 and this comprises the steel bulkhead cover and setup. As soon as you've decided on the correct product make certain to request a worksheet or specification sheet which accompanies your item.
This “spec sheet" will inform you just how much digging has to be achieved and also what dimensions door your concrete cutter should cut at the base. The digging can be achieved using several techniques. I strongly recommend choosing a professional excavator for this region of the undertaking
Welcome to the blog Concrete Cutting Auckland.
Thank you for joining us here as we share great tips, tricks Concrete Cutting Auckland. In this space, we'll provide all the information regarding Concrete Cutting Auckland. Feel Free to contact us through this form if you have any questions/queries.


Musa ALHASSAN and Alhaji Mohammed MUSTAPHA
Department of Civil Engineering, Federal University of Technology, Minna, Nigeria
Laterite soil collected from Maikunkele area of Minna, classified as an A-7-6 on AASHTO classification, was stabilized with 2-8% cement by weight of the dry soil. Using British Standard Light (BSL) compaction energy, the effect of Rice Husk Ash (RHA) on the soil was investigated with respect to compaction characteristics, California Bearing Ratio (CBR) and Unconfined Compressive Strength (UCS) tests. Results obtained, indicate a general decrease in Maximum Dry Density (MDD) and increase in Optimum Moisture Content (OMC), all with increase in RHA Content (2-8%) at specified cement contents. There was also a tremendous improvement in the CBR and UCS with increase in the RHA content at specified cement contents to their peak values at between 4-6% RHA. The UCS values also improved with curing age. This indicates the potentials of using 4-6% RHA admixed with less cement contents for laterite soil stabilization.
Laterite; Rice Husk Ash; Stabilization; Maximum Dry Density (MDD); Optimum Moisture Content (OMC); California Bearing Ratio (CBR); Unconfined Compressive Strength (UCS).
A lot of Laterite gravels and pisoliths, which are good for gravel roads, occur in tropical countries of the world, including Nigeria . There are instances where a laterite may contain substantial amount of clay minerals that its strength and stability cannot be guaranteed under load, especially in the presences of moisture. These types of laterites are also common in many tropical regions including Nigeria where in most cases sourcing for alternative soil may prove economically unwise but rather to improve the available soil to meet the desired objective . Soil improvement could either be by modification or stabilization or both. Soil modification is the addition of a modifier (cement, lime etc) to a soil to change its index properties, while soil stabilization is the treatment of soils to enable their strength and durability to be improved such that they become totally suitable for construction beyond their original classification. Over the times, cement and lime are the two main materials used for stabilizing soils. These materials have rapidly increased in price due to the sharp increase in the cost of energy since 1970s .
The over dependent on the utilization of industrially manufactured soil improving additives (cement, lime etc), have kept the cost of construction of stabilized road financially high. This hitherto, have continued to deter the underdeveloped and poor nations of the world from providing accessible roads to their rural dwellers who constitute the higher percentage of their population and are mostly, agriculturally dependent. Thus the use of agricultural waste (such as Rice Husk Ash) will considerably reduce the cost of construction and as well reducing the environmental hazards they causes. It has also been reported by Sear  that Portland Cement, by the nature of it’s chemistry, produces large quantities of Co2 for every tonne of it’s final product. Therefore, replacing proportions of the Portland Cement in soil stabilization with a secondary cementitious material like RHA will reduce the overall environmental impact of the stabilization process.
Rice Husk is an agricultural waste obtained from milling of rice. About 108 tonnes of rice husk is generated annually in the world. In Nigeria, about 2.0 million tonnes of rice is produced annually, while in Niger state, about 96,600 tones of rice grains is produced in 2000 . Meanwhile, the ash has been categorized under pozzolana, with about 67-70% silica and about 4.9% and 0.95% Alumina and iron oxides, respectively . The silica is substantially contained in amorphous form, which can react with the CaOH librated during the hardening of cement to further form cementations compounds. This will go a long way in actualizing the dreams of the Federal Ministry of works in Nigeria of scouting for readily cheap construction materials. The World Bank too has been spending substantial amount of money on research aimed at harnessing industrial waste products for further usage.
Location of Study Area
The soil sample used for this study was collected from Maikunkele area of Minna at a depth of between 1.5m to 2.5m using the method of disturbed sampling. A study of the soil map of Nigeria , shows that the sample taken, belongs to the group of ferruginous tropical soils derived from acid igneous and metamorphic rocks .
Methods of Testing
The laboratory tests carried out on the natural soil include particle size distribution, Atterberg limits compaction, CBR and UCS. The geotechnical properties of the soil were determined in accordance with B.S. 1377 while the stabilization tests were performed in accordance with B.S. 1924 . Specimens for Unconfined Compressive Strength (UCS) and California Bearing Ratio (CBR) tests were prepared at the Optimum Moisture Contents (OMC) and Maximum Dry Densities (MDD)-British Standard Light of the soil-cement and Rice Husk Ash (RHA) mixtures. The CBR tests were conducted as specified by the Nigeria General Specifications , where the compacted specimens were cured for six days and soaked for one day before testing at a constant loading rate. The RHA was grounded and sieved through B S sieve No 200 (75mm) before usage.
Results and Discussion
Identification of Soil and RHA
The geotechnical index properties of the laterite before addition of stabilizers are shown in Table 1. The particle size distribution of the natural soil is shown in Figure1.
Figure 1. Particle Size Distribution for the Natural soil
Table 1. Properties of the Natural Soil before Stabilization
Natural moisture content (%)
Percent passing B.S Sieve NO 200
Liquid Limit (%)
Plastic Limit (%)
Plasticity Index (%)
Maximum Dry Density (Mg/m3)
Optimum Moisture Content (%)
Unconfined Compressive Strength (KN/m2)
California Bearing Ratio (%)
The overall geotechnical properties of the soil classified as A-7-6 in the AASHTO  classification system, shows that it falls below the standards recommended for most geotechnical construction works and would therefore require stabilization.
The oxide composition of the RHA is shown in Table 2. The combine percent composition of silica, Al2O3 and Fe203 is more than 70. This shows that, it is a good pozzolana that could help further promote the formation of cementitious compounds with cement hydration reaction products.
Table 2. Oxide composition of RHA (After Oyetola and Abdullahi, 2006)
Loss On Ignition (LOI)
Effect of Treatment with Cement-RHA
The variations of MDD and OMC with stabilizers contents are shown in Figure 2 and 3 respectively. The MDD and OMC increased with increase in cement content. The increase in MDD with cement content is attributed to the relative higher specific gravity of cement (3.15) to that of the soil (2.69). The increase in OMC with cement content was as a result of water needed for the hydration of cement.
At specific cement contents, the results indicates a decrease in the MDD with increasing RHA contents, to the minimum at 6% RHA, after which there was a slight increase to 8% RHA. The initial decrease in the MDD can be attributed to the replacement of soil and cement by the RHA which have relatively lower specific gravity (2.25) compared to the soil and cement  and . It may also be attributed to coating of the soil cement by the RHA which result to large particles with larger voids and hence less density  and . The increase in density from minimum at 6% RHA content to 8% Ash content could be due to molecular rearrangement in the formation of “transitional Compounds” which have higher densities at 8% RHA content .
Figure 2. Variation of MDD with RHA content
Figure 3. Variation of OMC with RHA content
The variation of OMC with increase in RHA for each of the various cement contents has relatively the same trend. There was increase in OMC with increase RHA for each of the cement contents. This trend is in line with ,  and . The increase in OMC was due to the addition of combined cement and RHA, which decreased the quantity of free silt and clay fraction and coarser materials with larger surface areas were formed (these processes need water to take place). This implies that, apart from the water needed for hydration of cement to take place, more water was needed in order to compact the soil-cement-RHA mixtures .
California Bearing Ratio
The CBR value of a compacted soil is an indicator of soil strength and bearing capacity and is widely used in the design of base and sub-base material for pavement. It is also one of the common tests used to evaluate the strength of stabilized soils.
The variations of CBR with increase in RHA from 0 to 8% with specific percentages of cement are shown in figure 4.
Figure 4. Variation of CBR with RHA content
Addition of cement and RHA to the soil, showed marked improvement in the CBR compared to the low CBR value of 8.5% recorded for the natural soil. CBR values increase with increased in RHA contents for specific cement contents. This increase was obvious from the increase in CBR from 35% recorded at 0% RHA to 75% recorded at 4% RHA for 2% cement, 50% at 0% RHA to 110% at 4% RHA for 4% cement, 95% at 0% RHA to 125% at 4% RHA for 6% cement content and 120% at 0% RHA to 140% recorded at 4% RHA for 8% cement content. These improvements resulted from the secondary cementitious materials resulted from the reaction between the lime librated from the hydration reaction of cement and the pozzolanic RHA. This reaction also contributed to interparticle bonding .
Unconfined Compressive Strength
Unconfined compressive strength (UCS) has being the most common and adaptable method of evaluating the strength of stabilized soil. It is the main test recommended for the determination of the required amount of additive to be used in stabilization of soil . Variation of UCS with increase in RHA from 0% to 8% with specific cement contents at British Standard Light energy level and for 7 days, 14 days and 28 days curing period were studied and the results for the three curing periods are shown in figures 5, 6 and 7 respectively. There was a tremendous improvement in the UCS with addition of cement and RHA to the natural soil when compared with the low UCS value of 290KN/m2 for the natural soil.
Apart from increase in UCS recorded with increase in cement content, there was also increase in UCS with increase in RHA content with specific cement contents up to the peak UCS value at 4% RHA after which it dropped. This trend was observed after 7 days curing period where the UCS increase from 300kN/m2 at 0% RHA 400kN/ m2 at 4% RHA both admixed with 2% cement, 700kN/m2 at 0% RHA to 900kN/m2 at 6% RHA both admixed with 4% cement, 715kN/m2 at 0% to 1025kN/m2 at 4% RHA both admixed with 6% cement and 975kN/m2 at 0% RHA to 1300kN/m2 at 4% RHA for 8% cement content. This trend was the same for the 14 and 28 days curing periods.
The UCS improvement due to increase in RHA must have resulted from the pozollanic reaction between the lime librated from the hydration reaction of cement and the pozollanic RHA to form secondary cementitious materials .
Figure 5. Variation of 7 days UCS with RHA content
Figure 6. Variation of 14 days UCS with RHA content
Figure 7. Variation of 28 days UCS with RHA content
From the results of the investigation carried out within the scope of the study, the following conclusions can be drowned:
1. The laterite was identified to be an A-7-6 soil based on AASHTO (1986) classification system.
2. At specified cement contents, treatment with RHA showed a general reduction in MDD with increase in the ash content to minimum values at 6% RHA content after there was a slight increase. The OMC generally increased with increased in the RHA content at specified cement contents.
3. There was also a tremendous improvement in the CBR compared with the CBR of the natural soil. There was increase in CBR with increase in RHA at specified cement contents with peak values between 4-6% RHA contents.
4. A similar trend of the CBR was obtained for UCS. There was enormous increase in UCS with increase in RHA at specified cement contents. The UCS of same mix ratios also increased with curing age.
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