Building integration photovoltaic module with reference to Ghana: using triple junction amorphous silicon

This paper assesses the potential for using building integrated photovoltaic (BIPV) roof shingles made from triple-junction amorphous silicon (3a-Si) for electrification and as a roofing material in tropical countries, such as Accra, Ghana. A model roof was constructed using triple-junction amorphous (3a-Si) PV on one section and conventional roofing tiles on the other. The performance of the PV module and tiles were measured, over a range of ambient temperatures and solar irradiance. PVSyst (a computer design software) was used to determine the most appropriate angle of tilt. It was observed that 3a-Si performs well in conditions such as Accra, because it is insensitive to high temperatures. Building integration gives security benefits, and reduces construction costs and embodied energy, compared to freestanding PV systems. Again, it serves as a means of protection from salt spray from the oceans and works well even when shaded. However, compared to conventional roofing materials, 3a-Si would increase the indoor temperature by 1-2 °C depending on the surface area of the roof covered with the PV modules. The results presented in this research enhance the understanding of varying factors involved in the selection of an appropriate method of PV installation to offset the short falls of the conventional roofing material in Ghana.

Capital works procurement policies in Australia : implications for understanding and meeting client needs

This paper undertakes a case study of procurement through a comparative analysis of the capital works procurement policies of the Commonwealth, State, and Territory Governments in Australia. Capital works procurement policies provide the mechanism by which governments manage procurement processes, and frame how individual government agencies, as clients, participate in those processes. The paper proposes a typology of capital works procurement approaches, together with implications of how these different policies play out for clients. A tentative proposition is advanced that policy approaches to capital works procurement either explicitly or implicitly, make assumptions about the organisational capability of clients to plan and deliver capital works projects, including their ability to understand and articulate their own building needs. Additionally, the paper concludes that innovation has occurred at a policy level in capital works procurement. Recommendations for further research are suggested.

A passion for white elephants : some lessons from Australia’s experience of nation building

A ‘white elephant’ is a magnificent, high-status possession that is not particularly productive, costs a lot to maintain, and which you cannot get rid of. Since colonial times, Australians have had a weakness for white elephants. Traditionally, these were massive, debt-funded public works schemes that were economically, environmentally or socially dubious. In recent years, our white elephants have taken on different guises, but the ruinous expense and misdirected effort remain the same. This paper explores some of the reasons for our society’s historic enthusiasm for white elephants, and suggests some remedies.

Good works and god's work

Eighty per cent of the world’s population profess religious faith, making religious belief a common human characteristic found in all cultures and societies. Within development studies’ literature and practice, religion and faith have been largely ignored or misunderstood. While religious organisations are primarily concerned with providing spiritual leadership,an interest in the physical welfare of their communities is also a core aspect of their existence. Within Vanuatu, an important community space is the church building with a range of community development activities taking place within it. This case study considers how community development activities are incorporated into the daily ministries of Christian Churches in Vanuatu, including the use of church buildings as the location for these activities.

Beware fast tracking high rise building

Currently, employers tend to fast rack works where construction can begin while design is still incomplete following three main phases of procurement. This session details a case study of a fast track overseas super high rise building, where an Australian firm acted as a technical expert to provide a detailed report on the failure of the shoring system, while construction of five basements had just started next to a marina. The lessons learnt from the case study are summarized with recommendations to have better practice of the fast track method in complex high rise buildings.

Brutalism, metabolism and its American parallel : encounters in Skopje and in the architecture of Georgi Konstantinovski

Abstract Massive, raw concrete structures – the likes of the Telecommunications Building (1972–81) by Janko Konstantinov; the campus of Ss. Cyril and Methodius University (1974) by Marko Musˇicˇ; the National Hydraulic Institute (1972) by Krsto Todorovski; and the Bank Complex (1970) by R. Lalovik and O. Papesˇ – have led to the production of an enduring monumental presence and helped inspire Skopje’s title as the “Brutalist capital of the world”. These works followed Kenzo Tange’s introduction of Japanese Metabolism to Skopje through his role in the 1965 United Nations sponsored reconstruction competition. The unique position of a Non-Aligned Yugoslavia staged and facilitated architectural and professional exchange during the Cold War. Each trajectory and manifestation illustrates the complex picture of international architectural exchange and local production. Skopje and its numerous Brutalist edifices is an elucidative story, because it represents a meeting point between Brutalism, Metabolism and its American parallel. This article discusses, in particular, the Skopje Archive Building (1966) and the “Goce Delcˇev” Student Dormitory (1969) – two buildings designed by the architect Georgi Konstantinovski, realised on his return from a Masters program at Yale University and employment within I. M. Pei’s New York office. Their architecture illustrates the simultaneous preoccupations of leading architects at the time in regaining a conceptual ground made explicit through a complete and apprehensible image. From this particular position, the article explores the question of ethics and aesthetics central to Banham’s outline of the “New Brutalism”.

New York Trade School Building

A group is standing immediately outside the New York Trade School building while students and others pass by. The building was located on East 67th Street in Manhattan.

Building a Piano

Four students in the Piano Crafts Department at the New York Trade School are shown working on building a piano. Notice the aprons worn by the students are embroidered with the department name. Black and white photograph.

Voorhees Building

Photograph of Voorhees Technical Institute campus located in 450 West 41st street, New York, NY

Charles W. Merideth in Atrium Building

Charles W. Merideth is pictured with three others in the Atrium Building at City Tech. Charles W. Merideth was the sixth president of the City Tech. He was formerly installed on October 19, 1990. Before coming to City Tech, Merideth had a long career in science and higher education. Under Merideth, the College expanded the number of baccalaureate programs offered by the College.

Real-Time Control Of Floods Along The Demer River, Belgium, By Means Of MPC In Combination With GA And A Fast Conceptual River Model

Climate model projections show that climate change will further increase the risk of flooding in many regions of the world. There is a need for climate adaptation, but building new infrastructure or additional retention basins has its limits, especially in densely populated areas where open spaces are limited. Another solution is the more efficient use of the existing infrastructure. This research investigates a method for real-time flood control by means of existing gated weirs and retention basins. The method was tested for the specific study area of the Demer basin in Belgium but is generally applicable. Today, retention basins along the Demer River are controlled by means of adjustable gated weirs based on fixed logic rules. However, because of the high complexity of the system, only suboptimal results are achieved by these rules. By making use of precipitation forecasts and combined hydrological-hydraulic river models, the state of the river network can be predicted. To fasten the calculation speed, a conceptual river model was used. The conceptual model was combined with a Model Predictive Control (MPC) algorithm and a Genetic Algorithm (GA). The MPC algorithm predicts the state of the river network depending on the positions of the adjustable weirs in the basin. The GA generates these positions in a semi-random way. Cost functions, based on water levels, were introduced to evaluate the efficiency of each generation, based on flood damage minimization. In the final phase of this research the influence of the most important MPC and GA parameters was investigated by means of a sensitivity study. The results show that the MPC-GA algorithm manages to reduce the total flood volume during the historical event of September 1998 by 46% in comparison with the current regulation. Based on the MPC-GA results, some recommendations could be formulated to improve the logic rules.

Adaptive, Decentralized, And Real-Time Sampling Strategies For Resource Constrained Hydraulic And Hydrologic Sensor Networks

We discuss the development and performance of a low-power sensor node (hardware, software and algorithms) that autonomously controls the sampling interval of a suite of sensors based on local state estimates and future predictions of water flow. The problem is motivated by the need to accurately reconstruct abrupt state changes in urban watersheds and stormwater systems. Presently, the detection of these events is limited by the temporal resolution of sensor data. It is often infeasible, however, to increase measurement frequency due to energy and sampling constraints. This is particularly true for real-time water quality measurements, where sampling frequency is limited by reagent availability, sensor power consumption, and, in the case of automated samplers, the number of available sample containers. These constraints pose a significant barrier to the ubiquitous and cost effective instrumentation of large hydraulic and hydrologic systems. Each of our sensor nodes is equipped with a low-power microcontroller and a wireless module to take advantage of urban cellular coverage. The node persistently updates a local, embedded model of flow conditions while IP-connectivity permits each node to continually query public weather servers for hourly precipitation forecasts. The sampling frequency is then adjusted to increase the likelihood of capturing abrupt changes in a sensor signal, such as the rise in the hydrograph – an event that is often difficult to capture through traditional sampling techniques. Our architecture forms an embedded processing chain, leveraging local computational resources to assess uncertainty by analyzing data as it is collected. A network is presently being deployed in an urban watershed in Michigan and initial results indicate that the system accurately reconstructs signals of interest while significantly reducing energy consumption and the use of sampling resources. We also expand our analysis by discussing the role of this approach for the efficient real-time measurement of stormwater systems.

Numerical Simulation Of Sediment Transport And Bedmorphology Around A Hydraulic Structure On A River

Scour around hydraulic structures is a critical problem in hydraulic engineering. Under prediction of scour depth may lead to costly failures of the structure, while over prediction might result in unnecessary costs. Unfortunately, up-to-date empirical scour prediction formulas are based on laboratory experiments that are not always able to reproduce field conditions due to complicated geometry of rivers and temporal and spatial scales of a physical model. However, computational fluid dynamics (CFD) tools can perform using real field dimensions and operating conditions to predict sediment scour around hydraulic structures. In Korea, after completing the Four Major Rivers Restoration Project, several new weirs have been built across Han, Nakdong, Geum and Yeongsan Rivers. Consequently, sediment deposition and bed erosion around such structures have became a major issue in these four rivers. In this study, an application of an open source CFD software package, the TELEMAC-MASCARET, to simulate sediment transport and bed morphology around Gangjeong weir, which is the largest multipurpose weir built on Nakdong River. A real bathymetry of the river and a geometry of the weir have been implemented into the numerical model. The numerical simulation is carried out with a real hydrograph at the upstream boundary. The bedmorphology obtained from the numerical results has been validated against field observation data, and a maximum of simulated scour depth is compared with the results obtained by empirical formulas of Hoffmans. Agreement between numerical computations, observed data and empirical formulas is judged to be satisfactory on all major comparisons. The outcome of this study does not only point out the locations where deposition and erosion might take place depending on the weir gate operation, but also analyzes the mechanism of formation and evolution of scour holes after the weir gates.

A Study On The Flow Characteristics Influenced By Hydraulic Structure At A Channel Junction

Natural riversare consisting of various networks as junction andstreams. And sediment and erosion are occurred by specific stream condition. When flood season,large discharge flew in the river and river bed changed by high flow velocity. Especially junction area’s flow characteristics are very complex. The purpose of this study is to analyze the flow characteristics in channel junction, which are most influenced by large discharge like flooding and input water from tributary. We investigate the flow characteristics by using hydrodynamics and transport module in MIKE 3 FM. MIKE 3 FM model was helpful tool to analysis 3D hydrodynamics, erosion and sediment effect from channel bed. We analyze flow characteristics at channel junction. Also we consider hydraulic structures like a bridge pier which is influencing flow characteristics like a flow velocity, water level, erosion and scour depth in channel bed. In the model, we controlled discharge condition according to Froude Number and reflect various grain diameter size and flow ratio change in main stream and tributary. In the result, flow velocity, water level, erosion and sediment depth are analyzed. Additionally, we suggest a these result relationship with equations. This study will help the understand flow characteristics and influence of hydraulic structure in channel junction. Acknowledgments This research was supported by a grant (12-TI-C01) from Advanced Water Management Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government.