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Artykuły w czasopismach na temat "Rainwater tanks"
Kim, Mikyeong, Gippeum Bak i Mooyoung Han. "Comparing the microbial characteristics of rainwater in two operating rainwater tanks with different surface-to-volume ratios". Water Science and Technology 64, nr 3 (1.08.2011): 627–31. http://dx.doi.org/10.2166/wst.2011.626.
Pełny tekst źródłaMoglia, Magnus, Grace Tjandraatmadja i Ashok K. Sharma. "Exploring the need for rainwater tank maintenance: survey, review and simulations". Water Supply 13, nr 2 (1.03.2013): 191–201. http://dx.doi.org/10.2166/ws.2013.021.
Pełny tekst źródłaAhmed, W., L. Hodgers, J. P. S. Sidhu i S. Toze. "Fecal Indicators and Zoonotic Pathogens in Household Drinking Water Taps Fed from Rainwater Tanks in Southeast Queensland, Australia". Applied and Environmental Microbiology 78, nr 1 (21.10.2011): 219–26. http://dx.doi.org/10.1128/aem.06554-11.
Pełny tekst źródłaTapsuwan, Sorada, Stephen Cook i Magnus Moglia. "Willingness to Pay for Rainwater Tank Features: A Post-Drought Analysis of Sydney Water Users". Water 10, nr 9 (6.09.2018): 1199. http://dx.doi.org/10.3390/w10091199.
Pełny tekst źródłaSharma, Ashok, i Ted Gardner. "Comprehensive Assessment Methodology for Urban Residential Rainwater Tank Implementation". Water 12, nr 2 (21.01.2020): 315. http://dx.doi.org/10.3390/w12020315.
Pełny tekst źródłaCoombes, P. J., i M. E. Barry. "The effect of selection of time steps and average assumptions on the continuous simulation of rainwater harvesting strategies". Water Science and Technology 55, nr 4 (1.02.2007): 125–33. http://dx.doi.org/10.2166/wst.2007.102.
Pełny tekst źródłaBos, Darren G. "Private assets for public benefit: the challenge of long-term management of domestic rainwater tanks". Blue-Green Systems 3, nr 1 (1.01.2021): 1–12. http://dx.doi.org/10.2166/bgs.2021.003.
Pełny tekst źródłavan der Sterren, M., A. Rahman i G. R. Dennis. "Implications to stormwater management as a result of lot scale rainwater tank systems: a case study in Western Sydney, Australia". Water Science and Technology 65, nr 8 (1.04.2012): 1475–82. http://dx.doi.org/10.2166/wst.2012.033.
Pełny tekst źródłaMagyar, M. I., V. G. Mitchell, A. R. Ladson i C. Diaper. "An investigation of rainwater tanks quality and sediment dynamics". Water Science and Technology 56, nr 9 (1.11.2007): 21–28. http://dx.doi.org/10.2166/wst.2007.738.
Pełny tekst źródłaCrawford, R. H., V. Paton-Cole, R. Turnbull, E. Fitzgerald, A. Michalewicz i J. Garber. "Trends in residential sustainability measures in the state of Victoria". IOP Conference Series: Earth and Environmental Science 1101, nr 2 (1.11.2022): 022018. http://dx.doi.org/10.1088/1755-1315/1101/2/022018.
Pełny tekst źródłaRozprawy doktorskie na temat "Rainwater tanks"
Huston, Robert. "Chemical Contaminants in Urban Rainwater Tanks". Thesis, Griffith University, 2010. http://hdl.handle.net/10072/366293.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Environment
Science, Environment, Engineering and Technology
Full Text
Khastagir, Anirban, i anirban khastagir@rmit edu au. "Optimal use of rainwater tanks to minimize residential water consumption". RMIT University. Civil, Environmental and Chemical Engineering, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20081203.143250.
Pełny tekst źródłaKolam, Joel, University of Western Sydney, of Science Technology and Environment College i School of Environment and Agriculture. "Microbial and physico-chemical assessment of on-site water supply systems". THESIS_CSTE_EAG_Kolam_J.xml, 2003. http://handle.uws.edu.au:8081/1959.7/544.
Pełny tekst źródłaMaster of Science (Hons)
Gurung, Thulo Ram. "Influence of Water Efficiency and Diversified Water Supply Schemes on Urban Water Infrastrucrure Planning". Thesis, Griffith University, 2015. http://hdl.handle.net/10072/367485.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
Full Text
Luxmoore, David Alexander. "Evaluation of three Greensmart houses : a comparison with current mainstream housing and sustainable housing". Thesis, Queensland University of Technology, 2005. https://eprints.qut.edu.au/16183/1/David_Luxmoore_Thesis.pdf.
Pełny tekst źródłaMurduca, James V. "Assessment of Drinking Water Quality Management and a Treatment Feasibility Study for Brick by Brick Water Storage Tanks in Rakai Uganda". Scholar Commons, 2018. http://scholarcommons.usf.edu/etd/7200.
Pełny tekst źródłaKolam, Joel. "Microbial and physico-chemical assessment of on-site water supply systems". Thesis, View thesis, 2003. http://handle.uws.edu.au:8081/1959.7/544.
Pełny tekst źródłaSemaan, Marie. "A Novel Approach to Communal Rainwater Harvesting for Single-Family Housing: A Study of Tank Size, Reliability, and Costs". Diss., Virginia Tech, 2020. http://hdl.handle.net/10919/97580.
Pełny tekst źródłaDoctor of Philosophy
An emerging field in rainwater harvesting (RWH) is the application of communal rainwater harvesting system. This system's main advantage compared to individual RWH is the centralization of water treatment, which some users of individual RWH find difficult to maintain. Despite alleviating one concern, this communal approach does not increase the RHW system's (RWHS) reliability nor necessarily satisfy all water demands, and hence is not a major improvement in terms of system performance. This research tackles this challenge with a novel approach to communal RWH for single-family houses. Instead of the traditional communal approach to RWH which uses only one storage location, we propose connecting multiple single-family homes' RWHSs to a communal backup tank, i.e., capturing overflow from multiple RWHS, which will increase reliability and water demand met in a way that will significantly improve the current performance of communal RWH. The proposed system will potentially maximize the availability of potable water while limiting spillage and overflow. We simulated the performance of the system in two cities, Houston and Jacksonville, for multiple private and communal storage combination. Results show that volumetric reliability gains, of 1.5% - 6% and 1.5% - 4%, can be achieved for seven to ten and six to seven connected households, respectively, for Houston and Jacksonville if the emphasis is on volumetric reliability (VR). As per total storage capacity, the system achieves higher VR gains for lower total storage capacity in Houston while the system achieves higher VR gains for higher total storage capacities in Jacksonville. With regards to the total cost of ownership per household for the individual system and for the communal storage system, the lifecycle cost of the system was performed using the Net Present Value (NPV) method, with an interest rate of 7% over 30 years. The NPV of the total system costs per household in the city of Houston is lowest for nine to ten connected households, as well as comparable to the base case of a rainwater harvesting system that is not connected to a communal tank for seven and eight connected households. This communal system is more resilient and can be a worthy addition to water and stormwater infrastructures, especially in the face of climate change.
O, Brien Olivia. "Domestic water demand for consumers with rainwater harvesting systems". Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86514.
Pełny tekst źródłaENGLISH ABSTRACT: The focus of the study is to theoretically assess tank-water demand and employ methods to establish the actual tank-water demand at selected houses in a case study area. This study also examines the influence of domestic rainwater harvesting systems when used in combination with a municipal water distribution system. The case study comprises of 410 low cost housing units in the Western Cape. The system demand patterns of low cost housing units are uncharacteristic, when compared with suburban system demand patterns, and cannot be defined by traditional models. Similarly, the use of rainwater harvesting systems in these areas follows an unconventional routine that is yet to be defined. A stochastic end-use model for water demand is developed which produces temporal profiles for water supplied from both sources, namely the water distribution system and the rainwater harvesting system. The model approximates a daily system and tank-water demand pattern for a single domestic household, using @RISK software. The demand estimation methodology is clarified through application on a particular case study site where harvested rainwater is frequently utilized. Estimates of the parameter values are based on consumer surveys and previous studies on the case study area, where the household size was defined in the form of a probability distribution. The results confirm the atypical system demand patterns in low cost housing units units. Although two clear peaks exist in the morning and in the evening, a relatively constant average flow is present throughout the day. A sensitivity analysis of all the model parameters verified that the household size has the most substantial influence on the tank-water demand pattern. The system and tank-water demand patterns were compared to published average daily water demand guidelines, which confirmed that increased water savings could be achieved when the rainwater source is accessible inside the household with minimal effort. The stochastic demand profiles derived as part of this research agree with the metered system demand in the same area. The results of this study could be incorporated into the future development of national standards.
AFRIKAANSE OPSOMMING: Die fokus van die studie is om die tenkwater-aanvraag teoreties te ontleed en metodes in werking te stel om die werklike tenkwater-aanvraag vas te stel by geselekteerde huise in ‘n gevallestudie area. Hierdie studie ondersoek ook die invloed van plaaslike reënwater-herwinningstelsels wanneer dit gebruik word in kombinasie met ‘n munisipale waterverspreidingstelsel. Die gevallestudie bestaan uit 410 laekoste behuisingseenhede in die Wes-Kaap. Die stelsel-aanvraagpatrone van laekoste behuisingseenhede is verskillend wanneer dit met voorstedelike stelsel-aanvraagpatrone vergelyk word en kan nie gedefinieer word deur tradisionele modelle nie. Soortgelyk volg die gebruik van reënwater-herwinningstelsels in hierdie areas ‘n onkonvensionele roetine. ‘n Stogastiese eindgebruikmodel vir water-aanvraag is ontwikkel, wat tydelike profiele genereer vir water wat van beide bronne verskaf word, naamlik die waterverspreidingstelsel en die reënwater-herwinningstelsel. Die model bepaal by benadering ‘n daaglikse stelsel- en tenkwater-aanvraagpatroon vir ‘n enkele plaaslike huishouding, deur @RISK sagteware. Die aanvraag-beramingstegnieke word verduidelik deur toepassing op ‘n spesifieke gevallestudie, waar herwinde reënwater gereeld gebruik word. Die parameter waardeberamings is gebaseer op verbruikers-opnames en vorige studies oor die gevallestudie-gebied, waar die grootte van die huishoudings bepaal was in die vorm van 'n waarskynlikheidsverspreiding. Die resultate bevestig die atipiese stesel aanvraagpatrone in laekoste behuisingseenhede eenhede. Alhoewel twee duidelike pieke in die oggend en die aand voorkom, is ‘n relatiewe konstante vloei dwarsdeur die dag teenwoordig. ‘n Sensitiwiteitsanalise van al die modelparameters bevestig dat die grootte van die huishouding die grootste beduidende invloed op tenkwater- aanvraagpatrone het. Die stelsel- en tenkwater-aanvraagpatrone was vergelyk met gepubliseerde gemiddelde daaglikse water-aanvraag riglyne wat bevestig dat meer waterbesparings bereik kan word waar die reënwaterbron binne die huishouding beskikbaar is met minimale moeite. Die stogastiese aanvraagprofiele, wat as deel van hierdie navorsing afgelei was, stem saam met die gemeterde stelsel-aanvraagpatroon van dieselfde area. Die resultate van hierdie studie kan in die toekomstige ontwikkeling van nasionale standaarde opgeneem word.
Rodriguez, Henry. "A Comparison of Rainwater Harvesting Tank Sizing Methods: Optimizing to Reduce Greenhouse Gas Emissions versus Maximizing System Reliability". University of Toledo / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=toledo151577155419202.
Pełny tekst źródłaKsiążki na temat "Rainwater tanks"
Nega, Hune. Low-cost methods of rainwater storage: Results from field trials in Ethiopia and Kenya. Nairobi, Kenya: Regional Land Management Unit, 2002.
Znajdź pełny tekst źródłaFryer, Julie. The complete guide to water storage: How to use gray water and rainwater systems, rain barrels, tanks, and other water storage techniques for household and emergency use. Ocala, Fla: Atlantic Pub. Group, 2012.
Znajdź pełny tekst źródłaRainwater Reservoirs Above Ground Structures for Roof Catchment: Most Common Rainwater Tanks in Comparison and Construction Manual. Ballen Booksellers Intl, 1989.
Znajdź pełny tekst źródłaMacomber, Patricia S. H. Guidelines on rainwater catchment systems for Hawaii (CTAHR resource management publication). College of Tropical Agriculture and Human Resources, University of Hawaii at Manoa, 2001.
Znajdź pełny tekst źródłaWindust, Allan. Waterwise House and Garden. CSIRO Publishing, 2003. http://dx.doi.org/10.1071/9780643069831.
Pełny tekst źródłaCare, Paisley ER Environmental. Rainwater Tank Won't Break the Bank: Earth Day Anniversary, the Planet Environmental Care Notebook Journal College-Ruled Journey Diary, 120 Pages, Lined, 6x9 Funny Gag Gifts. Independently Published, 2020.
Znajdź pełny tekst źródłaCzęści książek na temat "Rainwater tanks"
Pacey, Arnold, i Adrian Cullis. "4. Rainwater Tanks and Technical Assistance". W Rainwater Harvesting, 72–98. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 1986. http://dx.doi.org/10.3362/9781780445700.004.
Pełny tekst źródłaIndawati, Lina, Setyo Budi Kurniawan, Siti Rozaimah Sheikh Abdullah i Raden Harya Dananjaya. "Design of Typical Rainwater Harvesting Storage Tanks Based on Housing Type (Case Study in Indonesia)". W Proceedings of the 5th International Conference on Rehabilitation and Maintenance in Civil Engineering, 1029–41. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9348-9_91.
Pełny tekst źródłaMarkowska, Małgorzata, Marek Ochowiak, Sylwia Włodarczak i Magdalena Matuszak. "Standards for Rainwater Discharge in Terms of Solid Pollution Separation Process in Modified Swirl Settling Tanks". W Practical Aspects of Chemical Engineering, 231–40. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-39867-5_25.
Pełny tekst źródłaLamourou, Habib, i Mohamed Moussa. "Study of Storage Tanks (Majels and Fesguia) of Rainwater in the Matmata Mountains (Tunisia) and Water Quality". W Sustainable Energy-Water-Environment Nexus in Deserts, 299–303. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-76081-6_36.
Pełny tekst źródłaHilmi, Farisya Aliya, i Azianabiha A. Halip Khalid. "Rainwater Harvesting System: Design Performances of Optimal Tank Size Using Simulation Software". W Lecture Notes in Civil Engineering, 435–46. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7920-9_52.
Pełny tekst źródłaPaudel, Upendra R., i Monzur A. Imteaz. "Spatial Variability of Reasonable Government Rebates for Rainwater Tank Installation: A Case Study for Adelaide, Australia". W Sustainability Perspectives: Science, Policy and Practice, 273–85. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-19550-2_13.
Pełny tekst źródła"Rainwater Tanks to Save Water in Buildings: An Australian Perspective". W Frontiers in Civil Engineering, redaktorzy M. Ashiqur Rahman, Md Mahmudul Haque, Amir Ahmed i Ataur Rahman, 62–82. BENTHAM SCIENCE PUBLISHERS, 2017. http://dx.doi.org/10.2174/9781681084831117020004.
Pełny tekst źródłaI., Mirela, Anthony R. i Clare Diaper. "Sediment Transport in Rainwater Tanks and Implications for Water Quality". W Sediment Transport in Aquatic Environments. InTech, 2011. http://dx.doi.org/10.5772/21962.
Pełny tekst źródłaRahman, Ataur, i Saeid Eslamian. "Rainwater Tanks as a Means of Water Reuse and Conservation in Urban Areas". W Urban Water Reuse Handbook, 805–14. CRC Press, 2015. http://dx.doi.org/10.1201/b19646-74.
Pełny tekst źródła"Rainwater Tanks as a Means of Water Reuse and Conservation in Urban Areas". W Urban Water Reuse Handbook, 841–50. CRC Press, 2016. http://dx.doi.org/10.1201/b19646-77.
Pełny tekst źródłaStreszczenia konferencji na temat "Rainwater tanks"
Zhang, Hong-yu, Chang-cheng Wu i Xing Liu. "Research on UPVC honeycomb structure rainwater tanks". W 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776166.
Pełny tekst źródła"Modelling the impacts of rainwater tanks on sanitary sewer overflows". W 21st International Congress on Modelling and Simulation (MODSIM2015). Modelling and Simulation Society of Australia and New Zealand, 2015. http://dx.doi.org/10.36334/modsim.2015.l17.nasrin.
Pełny tekst źródłaMunns, Austin, Luis E. Ramirez, John C. Wichgers, Jordan Rodriguez i Ana E. Goulart. "Netrix: A Solar-Powered Water Measurement Device for Rainwater Collection Tanks". W 2019 IEEE AFRICON. IEEE, 2019. http://dx.doi.org/10.1109/africon46755.2019.9133964.
Pełny tekst źródłaSultana, Rebeka, i Marvie Baconawa. "Performance Analysis of Rainwater Tanks at California State University Long Beach". W World Environmental and Water Resources Congress 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482360.002.
Pełny tekst źródłaSo/nderup, Henrik, Jens Jo/rgen Linde, So/ren Gabriel i Peter Steen Mikkelsen. "Rainwater Tanks are Less Efficient than Detention Basins for CSO Abatement". W Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)32.
Pełny tekst źródłavan der Sterren, M., A. Rahman i G. Ryan. "Investigation of Water Quality and Quantity of Five Rainwater Tanks in Western Sydney Australia". W World Environmental and Water Resources Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)400.
Pełny tekst źródłaTetteh-Wayoe, Debra. "Shell Corrosion Allowance for Aboveground Storage Tanks". W 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64501.
Pełny tekst źródłaGato-Trinidad, S., i K. Gan. "Preliminary analysis of the cost effectiveness of rainwater tanks rebate scheme in Greater Melbourne, Australia". W WATER AND SOCIETY 2011. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/ws110121.
Pełny tekst źródła"Towards the quantification of water quantity and quality impacts of rainwater tanks in South East Queensland". W 19th International Congress on Modelling and Simulation. Modelling and Simulation Society of Australia and New Zealand (MSSANZ), Inc., 2011. http://dx.doi.org/10.36334/modsim.2011.e12.coultas.
Pełny tekst źródłaBernard, Gary, Damien Vera i Weng Kheong Lim. "Seismic Response Analysis of Flexible Drain System Into External Floating Roof Storage Tanks". W ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65524.
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