Using national input-output data for embodied energy analysis of individual residential buildings

Embodied energy (EE) analysis has become an important area of energy research, in attempting to trace the direct and indirect energy requirements of products and services throughout their supply chain. Typically, input-output (I-O) models have been used to calculate EE because they are considered to be comprehensive in their analysis. However, a major deficiency of using I-O models is that they have inherent errors and therefore cannot be reliably applied to individual cases. Thus, there is a need for the ability to disaggregate an I-O model into its most important 'energy paths', for the purpose of integrating case-specific data. This paper presents a new hybrid method for conducting EE analyses for individual buildings, which retains the completeness of the I-O model. This new method is demonstrated by application to an Australian residential building. Only 52% of the energy paths derived from the I-O model were substituted using case-specific data. This indicates that previous system boundaries for EE studies of individual residential buildings are less than optimal. It is envisaged that the proposed method will provide construction professionals with more accurate and reliable data for conducting life cycle energy analysis of buildings. Furthermore, by analysing the unmodified energy paths, further data collection can be prioritized effectively.

Modelling greenhouse gas emissions for Australian residential building construction

International pressure to reduce greenhouse gas emissions has forced many countries to look beyond 'demand side' measures. Several industry sectors are examining indirect requirements for energy and other resources that involve significant greenhouse gas emissions. The operation of buildings is responsible for approximately one quarter of greenhouse gas emissions in Australia. Moreover, he construction process consumes vast quantities of raw materials and complex goods and services each year. Each of the processes required for the provision of these products requires energy, and most of this is fossil fuel based. A national model of greenhouse gas emissions is required for residential building construction, to indicate where emissions reduction strategies should focus. A disaggregated input-output model is developed for the Australian residential building construction sector, and recommendations are made about how this model can be used in the development of policies of emissions mitigation for both the sector and individual residential buildings.

Net Energy Analysis of Double Glazing for Residential Buildings in Temperate Climates

Energy used in buildings is a major contributor to Australia’s energy consumption and associated environmental impacts. The advent of complex glazing systems such as double glazing, particularly in northern America and Europe, has partially closed a weak thermal link in the building envelope. In milder climates, however, building envelope features may not be as effective in life cycle energy terms, i.e. including the embodied energy of their manufacture. A net energy analysis compares the savings in operational energy to the additional requirements for embodied energy, in terms of the energy payback period and energy return on investment. The effectiveness of double glazing is determined for an Australian residential building. A wide range of building operation regimes was simulated. These results support the principle of installing double glazing in residential buildings in Melbourne, Australia, at least in terms of net primary energy savings.

Unsafe leased residential premises: a landlord's liability in negligence to injured occupants

This article examines the law relating to the liability of landlords in negligence for unsafe residential premises, focusing in particular on the recent High Court decisions in Northern Sandblasting Pty Ltd v Harris and Jones v Bartlett. The author concludes that the High Court in Jones v Bartlett has placed sensible limitations on landlords' liability, by limiting liability to defects in the premises that were known or ought to have been revealed on a reasonable inspection by the landlord. The author points out that there are compelling policy considerations supporting the court's conclusion in that case that the landlord should not be required to arrange for the premises to be inspected by expert tradespeople.

An analysis of factors influencing waste minimisation and use of recycled materials for the construction of residential buildings

Residential building construction activities, whether it is new build, repair or maintenance, consumes a large amount of natural resources. This has a negative impact on the environment in the form depleting natural resources, increasing waste production and pollution. Previous research has identified the benefits of preventing or reducing material waste, mainly in terms of the limited available space for waste disposal, and escalating costs associated with landfills, waste management and disposal and their impact on a  building company's profitability. There has however been little development internationally of innovative waste management strategies aimed at reducing the resource requirement of the construction process. The authors contend that embodied energy is a useful indicator of resource value. Using data provided by a regional high-volume residential builder in the State of Victoria, Australia, this paper identifies the various types of waste that are generated from the construction of a typical standard house. It was found that in this particular case, wasted amounts of materials were less than those found previously by others for cases in capital cities (5-10 per cent), suggesting that waste minimisation strategies are successfully being implemented. Cost and embodied energy savings from using materials with recycled content are potentially more beneficial in terms of embodied energy and resource depletion than waste minimisation strategies.

Estimating demolition costs for single residential buildings

With the increasing stock of aging structures, building
demolition is becoming achallenging research field from
the perspective of management. As the converse of
construction, management of demolition puts forward some
new management themes or adds some new contents
even though the same issues are faced in construction
management. This research aims to develop a quantitative
approach to estimate the costs of a demolition project. A
cost analysis method is presented to systematically break
down the cost components involved in the demolition of
a structure. Due to the lack of robust research in theory
and systematic summary in practice to date, the economic
performances of demolition will be studied through acase
study, and the majority of parameters are derived from
actual experiences in practice. The proposed demolition cost
estimation method is applied to the actual form of building
elimination (Scenario 1), and further comparison is carried
out with two other elimination methods, which are the newly
developed deconstruction (Scenario 2) and mechanical
demolition (Scenario 3). Deconstruction is found to be the
most profitable in this particular instance, and is closely
followed by the actual form.

Energy, protein, calcium, vitamin D and fibre intakes from meals in residential care establishments in Australia

Residents from high level (nursing homes) and low-level care facilities (hostel) being served the three common diet texture modifications (full diet, soft-minced diet and pureed diet) were assessed. Individual plate waste was estimated at three meals on one day. Fifty-six males and 156 females, mean age 82.9+/-9.5 (SD) years, of which 139 lived in nursing homes (NH) and 76 in hostels (H) were included. Mean total energy served from meals was 5.3 MJ/day, 5.1 to 5.6 MJ/day, 95% confidence intervals (CI), in NH which was less than in H, 5.9 MJ/day (CI 5.6 to 6.2 MJ/day) (P=0.007). Protein and calcium intakes were lower in NH, 44.5g (CI 41.5 to 47.5g), 359.0mg (CI 333.2 to 384.8mg), versus 50.5g (CI 46.6 to 54.3g), 480.5mg (CI 444.3 to 516.7mg) in H (P=0.017, P<0.001 respectively). There was no difference in nutrient/energy ratios, except for protein/energy, which was higher in NH 11.7 (CI 11.3 to 12.2) than in H 9.8 (CI 9.4 to 10.3) (P<0.001). Ability to self-feed had no significant effect on nutrient intakes in NH. The self fed group (N=63) had the following nutrient intakes: energy 4.0 MJ (CI 3.6 to 4.3 MJ), protein 44.6g (CI 40.3 to 48.9g), calcium 356.9mg (CI 316.3 to 397.4mg), fibre 14.9g (CI 13.2 to 16.5g). The assisted group (N=64) had the following nutrient intakes: energy 3.9MJ (CI 3.6 to 4.2MJ), protein 46.0g (CI 40.7 to 49.6), calcium 361.9mg (CI 327.8 to 396.1mg), fibre 14.9g (CI 13.2 to 16.1g). Of NH classified as eating impaired, 36% received no assistance with feeding and had lower intakes of protein 37.8g (CI 33.0 to 42.1g) compared to those receiving some assistance 46.1g (CI 41.3 to 50.9g) (P=0.026). Reduced energy intake accounted for the differences in nutrient intakes between nursing homes and hostels, except for protein. Strategies to effectively monitor nutrient intakes and to identify those with eating impairment are required in order to ensure adequate nutrition of residents in nursing homes and hostels.

A legacy of assimilation : abuse in Canadian native residential schools

Unlike the position in Australia, Canada has appropriately responded to the revelations of forced removal of indigenous children by apologising to those persons who suffered through the Native Residential Schools - Canada has also sought to facilitate settlements with many of these persons with validated claims.

Bryan the builder-residential work only

The High Court, in the 1995 landmark case of Bryan v Maloney, held a builder of a residential house liable to a subsequent owner for economic loss suffered by way of the reduction in value of the house caused by its defective foundations. Since that decision, several cases in state courts have indicated that any extension of the principle in Bryan to commercial properties is a matter for the High Court. This year, Woolcock Street Investments Pty Ltd v CDG Pty Ltd provided the vehicle for the High Court to revisit the Bryan principle in a commercial context. Faced with the question 'can a subsequent owner of a commercial property who discovers faulty foundations sue the builder for the costs of fixing the problem before it causes any physical damage to person or property?', the resounding response from the High Court has been 'no'. Gleeson CJ, Gummow, Hayne and Heydon JJ in a joint judgment and McHugh J and Callinan J in separate judgements rejected any 'extension' of the Bryan principle to commercial premises. Much to the relief of the construction industry, the Court made it clear that it will be difficult for a subsequent owner to make out a case in negligence against the original builder unless it can show special vulnerability to the risk of injury. Kirby J, in a dissenting judgment, suggested that the extension of liability to commercial builders fits quite comfortably with general principles and lamented the 'incremental' approach to liability presently favoured by the Court. Consequent upon the retirement of Gaudron J, Kirby J appears to be a lonely light on the hill, shining a solitary beacon on matters of principle.

The revisitation of Bryan has long been anticipated. However, Woolcock does not provide the solid bricks and mortar craved by the construction industry. Close examination of the reasoning of the Court suggests that it may itself rest on faulty foundations. In his dissenting judgment, Kirby J questions some of the assumptions made by the majority and highlights the deficiencies of the 'stated case' procedure for a re-examination of this particular area of law, thus suggesting that Woolcock may not be completely sound.

The challenge of managing continence care in residential aged care settings : recommendations for research and practice

Incontinence-related problems are a major reason for placement in residential aged care facilities. Data from the Residential Classification Scale indicates that 86% of people in residential aged care facilities in Australia are dependent on others for bladder management, 77% require some support with bowel management and 78% require some support with toileting. In this paper, we present an overview of the literature on the issues that need to be considered for the management of incontinence in residential aged care settings. Based on this literature, we make recommendations for research and practice. Although residential care facilities are mandated to provide continence care, there is little research evidence on which to base care or to evaluate the effectiveness of current practices. Further research is required to address this gap in information to ensure delivery of residential aged care that meets the requirements of the Aged Care Act 1997.

Case study of demolition costs of residential buildings

Building demolition is one of the most common activities in the construction industry. Several demolition techniques are commonly used, including mechanical demolition, deconstruction and hybrid demolition. Although deconstruction has been advocated for its environmentally friendly approaches, the cost comparison of a demolition project under different techniques is rarely researched. In this paper, the cost of a demolition project is broken down to input and output costs, which are further broken down to more countable sections. Through an empirical study in Victoria, Australia, project costs of mechanical demolition, hybrid demolition and deconstruction are investigated. It is found that deconstruction has the greatest profitability among the three techniques. Hybrid demolition, which is the actual technique adopted by the contractor, has a slightly lower profit, and mechanical demolition is the most expensive. Although deconstruction has the best overall economical performance, the small extra gain comes with increased complexity and risk that deters demolition contractors from its attempt. It is found in the paper that an optimized demolition project strategy exists between hybrid demolition and deconstruction with the greatest profitability among various building demolition techniques.

Australia's residential building faults : a view from the state of Victoria

Presented is an examination of residential building faults in the Australian Slate of Victoria. The aim is to determine the interconnections between identified main house faults., with a view to establishing their cause· effect relationships. A total of 42753 residential houses in Victoria were examined for nine key faults fully documented in Archicentre's database. These faults are: rising damp. framing fault, illegal building, stump fault, timber rot, cracking, electrical fault, roof fault and water supply issue. Second to framing fault, roof fault was found to be closely associated with other house faults examined. Hence, this paper concludes that a properly framed and roofed house could limit most of these faults. As illegal building was observed to have only a little overall association with other house faults, this study has implications for the Australia Productivity Commission's on-going efforts to deregulate various aspects of the building and construction industry professions.

Assessing the likely impact of mandatory residential sessions for engineering and technology students

Off-campus students are important to the Deakin School of Engineering and Technology – in 2003, 47.5 % of all enrolments in the main engineering and technology Bachelor courses were off-campus students. In 2005, the School will be compelled, for professional accreditation, to introduce annual two-week mandatory residential sessions into its engineering and technology courses. In 2004, prior to its implementation, the impacts of the introduction of a mandatory on-campus residential element into engineering and technology courses were unknown. This research project sought to understand these impacts, so that strategies could be developed to minimise the likely impact of these changes. In engineering, off-campus study is an essential element of access to education for those in remote locations and/or seeking to upgrade their qualifications whilst employed. There was very little support from any students (on- or offcampus) for the introduction of residential sessions. The School should expect that the introduction of mandatory residential sessions will reduce the number of off-campus students enrolling to study engineering and technology.

Should older people in residential care receive vitamin D to prevent falls? Results of a randomized trial

Objectives: To determine whether vitamin D supplementation can reduce the incidence of falls and fractures in older people in residential care who are not classically vitamin D deficient.

Design: Randomized, placebo-controlled double-blind, trial of 2 years' duration.

Setting: Multicenter study in 60 hostels (assisted living facilities) and 89 nursing homes across Australia.

Participants: Six hundred twenty-five residents (mean age 83.4) with serum 25-hydroxyvitamin D levels between 25 and 90 nmol/L.

Intervention: Vitamin D supplementation (ergocalciferol, initially 10,000 IU given once weekly and then 1,000 IU daily) or placebo for 2 years. All subjects received 600 mg of elemental calcium daily as calcium carbonate.

Measurements: Falls and fractures recorded prospectively in study diaries by care staff.

Results: The vitamin D and placebo groups had similar baseline characteristics. In intention-to-treat analysis, the incident rate ratio for falling was 0.73 (95% confidence interval (CI)=0.57–0.95). The odds ratio for ever falling was 0.82 (95% CI=0.59–1.12) and for ever fracturing was 0.69 (95% CI=0.40–1.18). An a priori subgroup analysis of subjects who took at least half the prescribed capsules (n=540), demonstrated an incident rate ratio for falls of 0.63 (95% CI=0.48–0.82), an odds ratio (OR) for ever falling of 0.70 (95% CI=0.50–0.99), and an OR for ever fracturing of 0.68 (95% CI=0.38–1.22).

Conclusion: Older people in residential care can reduce their incidence of falls if they take a vitamin D supplement for 2 years even if they are not initially classically vitamin D deficient.