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  • 1
    Online Resource
    Online Resource
    Informa UK Limited ; 2020
    In:  Journal of Applied Water Engineering and Research Vol. 8, No. 1 ( 2020-01-02), p. 1-14
    In: Journal of Applied Water Engineering and Research, Informa UK Limited, Vol. 8, No. 1 ( 2020-01-02), p. 1-14
    Type of Medium: Online Resource
    ISSN: 2324-9676
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2020
    detail.hit.zdb_id: 2733631-1
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  • 2
    Online Resource
    Online Resource
    Canadian Science Publishing ; 2021
    In:  Environmental Reviews Vol. 29, No. 4 ( 2021-12), p. 491-509
    In: Environmental Reviews, Canadian Science Publishing, Vol. 29, No. 4 ( 2021-12), p. 491-509
    Abstract: In the last two decades, several process-based models had been developed to describe the transport and fate of contaminants in subsurface flow constructed wetlands (SSF CWs) under a variety of conditions. These models have become valuable tools to better design, control, and optimize the SSF CW system. Moreover, they can aid investigations on the effects of variables of interest on the system. While excellent review papers on these models have been published, the ability of the existing process-based models to simulate the nitrogen transformations in the SSF CWs have not been highlighted. Consequently, a critical review of the simulation of nitrogen transformation processes is desirable. This paper presents an overview of the available models that are capable of modelling the nitrogen dynamics in the SSF CWs. The existing process-based models can be mainly categorized as process-dedicated models and Gujer matrix models. A process-dedicated model is a feasible tool for design purposes. Meanwhile, the Gujer matrix model delivers valuable insights into scientific studies. In this paper, the existing models are summarized and critically discussed with regards to their capability and practicality in simulating the nitrogen dynamics in SSF CWs. Organic nitrogen, ammonium, and nitrate are the common nitrogen compounds considered in the process-based models of SSF CWs. Meanwhile, nitrite was frequently considered together with nitrate, owing to its low concentration in the effluent of SSF CWs. By comparison, ammonification, nitrification, denitrification, plant uptake, and ammonium adsorption are the typical nitrogen transformation and degradation processes found in the existing models, whereas ammonia volatilization processes are rarely found in the literature. Oxygen and organic matter are the major limiting reactants of nitrogen transformation and degradation processes in the modelling, and other factors such as microbial population, temperature, and pH are also considered. The recommendations and future research directions on the influence of microorganism distribution, resting period, oxygen release, ammonium adsorption, and plants are outlined.
    Type of Medium: Online Resource
    ISSN: 1181-8700 , 1208-6053
    Language: English
    Publisher: Canadian Science Publishing
    Publication Date: 2021
    detail.hit.zdb_id: 2027518-3
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  • 3
    Online Resource
    Online Resource
    IWA Publishing ; 2015
    In:  Water Science and Technology Vol. 72, No. 1 ( 2015-07-01), p. 84-91
    In: Water Science and Technology, IWA Publishing, Vol. 72, No. 1 ( 2015-07-01), p. 84-91
    Abstract: In this study, the treatment of septage (originating from septic tanks) was carried out in a pilot-scale, two-staged, vertical-flow engineered wetland (VFEW). Palm kernel shells (PKS) were incorporated as part of the VFEW's substrate (B-PKS), to compare its organic matter (OM) and nitrogen (N) removal efficiency against wetlands with only sand substrates (B-SD). The results revealed satisfactory OM removal with & gt;90% reduction efficiencies at both wetlands B-PKS and B-SD. No increment of chemical oxygen demand (COD) concentration was observed in the effluent of B-PKS. Ammonia load removal efficiencies were comparable ( & gt;91% and 95% in wetland B-PKS and B-SD, respectively). However, nitrate accumulation was observed in the effluent of B-SD where PKS was absent. This was due to the limited denitrification in B-SD, as sand is free of carbon. A lower nitrate concentration was associated with higher COD concentration in the effluent at B-PKS. This study has shown that the use of PKS was effective in improving the N removal efficiency in engineered wetlands.
    Type of Medium: Online Resource
    ISSN: 0273-1223 , 1996-9732
    Language: English
    Publisher: IWA Publishing
    Publication Date: 2015
    detail.hit.zdb_id: 764273-8
    detail.hit.zdb_id: 2024780-1
    SSG: 14
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  • 4
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: This paper formulates an insight into the importance of practice experience in project management success and the apparent lack of emphasis placed on this within the context of university education. Against the background literature, a review will be conducted into how well university education prepares the future project managers in the area of the practical project learning approaches. The paper provides an example of approaches currently being implemented in the Department of Architecture and Urban Planning at College of Engineering in Qatar University and models, strategies of effective practices for embedding enterprise and employability in higher education, in respect to the specific project experiences which are mandatory for the management of the running projects in Doha, Qatar. The paper describes the primary components of the theoretical research including the course program in Construction and Project Management, its integration with other courses, the cooperation required to support the interdisciplinary emphasis, and the establishment of an innovative academic/industry partnership to provide a state-of-the-art physical and technological infrastructure to support the program goals. The research concludes that the efficiency of interaction between theory and practice in the construction industry needs to be further examined, and some limitations and debates remain awaiting further investigation.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 5
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: The majority of the construction industries in Ghana are dominated by the Small and Medium Sized (SMEs) contractors. The SMEs inability to manage Occupational Health and Safety (OHS) effectiveness has been the contributing factor to the accident. A review of the literature was conducted for the development of Health and Safety (H & S) compliance model for SMEs contractors in Ghana. The study adopted various constructs from Accident Root Causes Tracing Model (ARCTM) and Domino theory. Both objective and subjective attributes were combined during the assessment. The Domino Theory form the basis for the theoretical and conceptual framework of this paper. The hypothesized H & S compliance model is presented in this paper based on an in-depth review of the previous models. The gaps identified in the literature are government support and contractor’s organizational culture. Discussions also included the integrated holistic model and the variables of the model, identification of the model and justification for the selected variables. The identified gaps serve as variable constructs in H & S compliance research. The theorized conceptual model is a multidimensional structure composed of six latent constructs.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 6
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: In this study, pull-out properties of various anchors embedded in gypsum board were investigated. Tensile tests for anchors embedded in 200mm square size gypsum board were conducted to measure the load-load displacement curves. Strength of gypsum board was changed for three conditions and twelve kinds of anchors were selected which were ordinary used for gypsum board anchoring. The loading conditions were a monotonous loading and a repeating loading controlled by a servo-controlled hydraulic loading system to achieve accurate measurement. The fracture energy for each anchors were estimated by the analysis of consumed energy calculated by the load-load displacement curve. The effect of the strength of gypsum board and the types of anchors on the pull-out properties of gypsum board anchors was cleared. A numerical model to predict the load-unload curve of pull-out deformation of gypsum board anchors caused by such as the earthquake load was proposed and the validity on the model was proved.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 7
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: A new-type wind power tower, internally confined hollow reinforced concrete (ICH RC) tower was developed and its standard sections were designed. Its targeting turbine capacity was 5.0 MW and the large displacement effect by turbine weight was considered. CoWiTA which is a non-linear analysis program was used for analyzing each section. Initial bottom diameter of the tower was 5.5 m with hollow ratios; 0.9, 0.85, 0.80, and 0.75 and 10% smaller diameter case was also considered with the same hollow ratios. In addition, the ICH RC tower could be separated into some modules for convenience of construction and installation. Each cross section at top and bottom of modules was designed and analysis of the sections was performed as well. As a result, all design cases except one case showed enough performance to support a 5.0 MW turbine. Also, it was confirmed that the modularized ICH RC wind tower satisfied with required load condition at each height by analyzing modules.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 8
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: Most of Indonesia’s railway investment is supported from the government budget where the operation and maintenance conducted by PT KAI – a sole state owned enterprise in railway industry. Currently, the government attempt to attract private sectors in railway infrastructure by contracting out operation and maintenance. However, limited experience in formulating suitable contract makes the progress relatively slow. The objective of this research is to examine alternative contract in operation and maintenance for Indonesia’s railway transportation by taking Greater Jakarta Light Rail Transit (LRT) as the case study. It will consider financial components that consist of net present value, internal rate of return and payback period to produce targeted output. This research generates two simulations; (1) a simple contract where the government covers investment cost; procurement of rolling stock; and construction of stabling yard and depot. Meanwhile, the winner from tendering process have to conduct operation and maintenance for both the infrastructure and rolling stock; (2) a lease contract where a winner from tendering process require to pay lease fee through selected government body to run the operation and maintenance. The result shows simple contact where the operator only responsible for operating and maintaining the infrastructure and rolling stock is more favorable to attract private investment.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 9
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: As one of the methods to evaluate the durability performance of reinforced concrete structure for the deterioration due to chloride attack, there is a migration test method. The effective diffusion coefficient by migration test method fluctuates with changes in the pore structure of concrete. In this study, focused on the changes of the pore structure with elapse of age of concrete, the objective of this study is to assess the influence exerted on electro-migration characteristic caused by the type of aggregates and with the condition of early age curing. It is confirmed that the resistibility to the movement by the migration test method of the chloride ion was increased by using non-ferrous slag fine aggregates. In the test specimen using sandstone of 40-65% of water-cement ratio, it is presumed that the increase in the effective diffusion coefficient of chloride ion is caused by the fact that the volume of continuous pore or pore size by the curing method and age of concrete become bigger.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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  • 10
    Online Resource
    Online Resource
    ISEC Press ; 2016
    In:  Proceedings of International Structural Engineering and Construction Vol. 3, No. 2 ( 2016-10)
    In: Proceedings of International Structural Engineering and Construction, ISEC Press, Vol. 3, No. 2 ( 2016-10)
    Abstract: In general, the evaluation of a site amplification effect is very important in earthquake engineering when a seismic damage to wooden house with a low seismic performance against a strong earthquake will be predicted by an accurate estimation of the seismic intensity at surface ground. In this paper, both horizontal and vertical microtremors at 51 measuring sites in the west district in Maizuru city were measured by servo type accelerometers, and also the predominant periods at 727 sites in the same area were numerically estimated from the predominant periods measured at 51 sites using the Inverse Distance Weighting method. Moreover, a seismic damage prediction of wooden house against a strong earthquake ground motion was conducted by a relationship between a seismic damage function and a maximum drift angle of wooden house.
    Type of Medium: Online Resource
    ISSN: 2644-108X
    Language: English
    Publisher: ISEC Press
    Publication Date: 2016
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