Northern Ireland Electricity (NIE) had a project of adding a new
substation to an existing 275 kV double-circuit power line. This project
included the erection of 2 new terminal towers to serve the new
substation.
Since the terminal towers would be erected in-line with the existing
275 kV power line, the main challenge was to .nd a cost effective
way to by-pass the whole 300 metre long construction site with a
temporary line without affecting the power flow.
"Structural probabilistic assessment of offshore wind turbine operation fatig...TRUSS ITN
Abstract: The probabilistic analysis of Offshore Wind Turbines (OWT) is not a new practice. The standards for designing OWT (IEC 61400 class) emphasizes that assessing uncertainty is of major importance inside the design chain. Still, major challenges related to the uncertainty and the probabilistic assessment pose to the sector and its development. The analysis of operational loads is one them. The problem of analyzing extreme responses or cumulated damage in operation during the design phase is significantly related to its high computational cost. As we progressively add complexity to the system to account for its uncertainties, the computational effort increases and a perceptive design becomes a heavy task. If an optimization process is then sought, the designing effort grows even further. In the particular case of fatigue analysis, it is frequent to not be able to cover a full lifetime of simulations due to computational cost restrictions. The mentioned difficulties fomented the utilization of surrogate models in the reliability analysis of OWT. From these surrogate approximations the ones based on Kriging models gained a special emphasis recently for structural reliability. It was shown that, for several applications, these models can be efficient and accurate to approximate the response of the system or the limit state surfaces. The presented paper tackles some of the issues related to their applicability to OWT, in a case specific scenario of the tower component subjected to operational fatigue loads. A methodology to assess the reliability of the tower component to fatigue damage is presented. This methodology combines a Kriging model with the theory of extreme values. A one-dimensional Kriging case using the state of art NREL’s monopile turbine is presented. The reliability of the OWT tower is calculated for 20 years. The results show that the usage of a Kriging model to calculate the long term damage variation shows a high potential to assess the reliability of OWT towers to fatigue failure.
Fort Benning Adds Energy-Efficient Barracks - Building Information Modeling (...McKenney's Inc
Starting in April 2009, McKenney’s, Inc performed HVAC, sheet metal and piping installation on multiple energy-efficient barracks, which included a total of 125 dorm-style rooms with kitchenettes at Fort Benning, a US Army Base in Georgia.
"Structural probabilistic assessment of offshore wind turbine operation fatig...TRUSS ITN
Abstract: The probabilistic analysis of Offshore Wind Turbines (OWT) is not a new practice. The standards for designing OWT (IEC 61400 class) emphasizes that assessing uncertainty is of major importance inside the design chain. Still, major challenges related to the uncertainty and the probabilistic assessment pose to the sector and its development. The analysis of operational loads is one them. The problem of analyzing extreme responses or cumulated damage in operation during the design phase is significantly related to its high computational cost. As we progressively add complexity to the system to account for its uncertainties, the computational effort increases and a perceptive design becomes a heavy task. If an optimization process is then sought, the designing effort grows even further. In the particular case of fatigue analysis, it is frequent to not be able to cover a full lifetime of simulations due to computational cost restrictions. The mentioned difficulties fomented the utilization of surrogate models in the reliability analysis of OWT. From these surrogate approximations the ones based on Kriging models gained a special emphasis recently for structural reliability. It was shown that, for several applications, these models can be efficient and accurate to approximate the response of the system or the limit state surfaces. The presented paper tackles some of the issues related to their applicability to OWT, in a case specific scenario of the tower component subjected to operational fatigue loads. A methodology to assess the reliability of the tower component to fatigue damage is presented. This methodology combines a Kriging model with the theory of extreme values. A one-dimensional Kriging case using the state of art NREL’s monopile turbine is presented. The reliability of the OWT tower is calculated for 20 years. The results show that the usage of a Kriging model to calculate the long term damage variation shows a high potential to assess the reliability of OWT towers to fatigue failure.
Fort Benning Adds Energy-Efficient Barracks - Building Information Modeling (...McKenney's Inc
Starting in April 2009, McKenney’s, Inc performed HVAC, sheet metal and piping installation on multiple energy-efficient barracks, which included a total of 125 dorm-style rooms with kitchenettes at Fort Benning, a US Army Base in Georgia.
SBB Study Case Northern Ireland Electricity Limited (NIE) - The Challenge
1. A NEW WAY OF
MANAGING THE
CONSTRUCTION OF
A SUBSTATION
ISO 9001 : 2008
THE CHALLENGE
Northern Ireland Electricity (NIE) had a project of adding a new
substation to an existing 275 kV double-circuit power line. This project
included the erection of 2 new terminal towers to serve the new
substation.
Since the terminal towers would be erected in-line with the existing
275 kV power line, the main challenge was to find a cost effective
way to by-pass the whole 300 metre long construction site with a
temporary line without affecting the power flow.
NIE was facing several challenges:
1. NIE needed to ensure availability of one circuit at all times
on the existing power line during the construction of the new
terminal towers.
2. Down time of the complete power line was not acceptable
at any time otherwise network security could be at risk.
3. All materials had to be quickly available,
easy to install and reliable.
Schematic suggested deviation plan using SBB Towers
2. THE SOLUTION
The SBB fast mounting aluminum
modular tower, better known as
the Energy Restoration System
(ERS), was bought by NIE with
mostly emergencies in mind. But
David Holmes, NIE Transmission
Overhead Line Project Engineer,
saw other possible applications for
the temporary towers in planned
transmission network projects. OVERALL BENEFITS
In this particular substation con-
nection project, the use of the SBB » The terminal tower construction » Significant financial and time savings
towers was considered essential started as scheduled with no delays were made using ERS towers instead
to ensure that one power circuit for civil engineering contractors. of conventional towers.
remained available throughout » One circuit was always available » Network security maintained for
the construction of the terminal throughout the project with no the course of the project with no
towers. down time. complaint from network operator or
utility clients for power interruption.
Two SBB ERS towers were erected The payback on the investment was very short:
a few projects have been completed and NIE is now generating savings each time
to divert one 275kV circuit around they use SBB’s ERS towers.
the site allowing terminal tower
construction to be carried out
safely. Once the construction was
ADDITIONAL SBB TOWER USAGES
completed, the conductors were
simply reinstalled on to the new » Temporary line to replace damaged » Repositioning a transmission line away
towers following earthquakes or from new developments, e.g. a future
terminal towers and the ERS mudslides. commercial center.
towers were dismantled, stored in
the SBB containers and returned » Maintenance purposes e.g. deviation » Expansion of the network due to
to repair tower concrete bases. the integration of renewable energy
to the storage depot. sources.
Overall the use of the ERS towers TESTIMONIAL
was a much faster and more
economical solution than having
David A. Holmes, Transmission Overhead Lines Project Engineer
to construct and subsequently for NIE on SBB Towers:
dismantle standard lattice steel “The structures use a simple but very effective modular system that
allows various different configurations to be designed and erected
towers. quickly and effectively. Standard SBB designs have been adapted
very easily to suit specific voltage levels and local site conditions.
In this area the technical backup provided by the engineering team in
SBB has been exceptional with new designs being engineered in very
short time periods. (…) The instructors who provided this training
were very know ledgeable on all aspects of the structures and
had an excellent practical understanding of the erection techniques required.
The SBB emergency restoration structures have proved to be a very valuable company
asset over the last few years in terms of planning work and in ongoing network security. (…)”
3005, des Bâtisseurs
Terrebonne, Québec, Canada J6Y 0A2
SBB01-10/2010
T: +1.450.968.0800 F: +1.450.968.0050
www.sbb.ca | info@sbb.ca MADE IN CANADA