Rooftop Rainwater Harvesting Optimization in Antalya, Turkey

dc.contributor.author Himat, Abobakar
dc.contributor.author Doğan, Selim
dc.date.accessioned 2024-10-23T11:10:37Z
dc.date.available 2024-10-23T11:10:37Z
dc.date.issued 2019
dc.description.abstract The water resources of the world are consuming rapidly due to the population increases and growing industrializing world. Sustainable water resources management seems a solution for managing the scarce water resources. Rainwater harvesting can reduce water shortage problems, especially in countries which suffer from water scarcity. Saving of freshwater resources is essential for water conservation. In domestic uses, the non-potable water demand especially in toilets flushing can be changed with rainwater harvesting. In this study, Water Balance Model (WBM) and Rippl Method (RM) are used to investigate the optimization of rooftop rainwater harvesting in Antalya province of Turkey. The reliability analysis of the rooftop rainwater harvesting and optimal storage estimation analysis have done for system optimization. Comparisons among annual, eight, seven and six months regularizations are made in order to make the rainwater harvesting system feasible and cost-effective. For Antalya rooftop rainwater harvesting system, individual houses (a 6 household family water demand for toilets flushing 24 L/ca/day) are assessed by using the WBM and RM. For optimal rainwater storage tanks estimation 60, 40 and 35 m2 rooftop areas are selected for annual, eight, and seven/six months regularizations respectively for supplying the water demand of toilets flushing with 90-100% reliability. Comparisons between two methods for optimal rainwater harvesting storage tanks are made in order to recommend a suitable method for storage tanks estimation. For annual regularizations, 21 m3 and 17 m3 storage tanks are estimated with RM and WBM respectively. Thus, WBM is recommended for Antalya province. For eight, seven and six months regularizations with RM; 9, 7, and 4 m3 storage tanks are estimated respectively. The storage cost and payback period for annual regularization is 3600 TL and 24 years respectively. Storage, costs about 50% of the rooftop rainwater harvesting. Hence, twofold of storage cost might give the cost of the rooftop rainwater harvesting system. en_US
dc.identifier.isbn 978-605-184-173-1 en_US
dc.identifier.uri https://hdl.handle.net/20.500.13091/6499
dc.language.iso en en_US
dc.relation International Symposium for Environmental Science and Engineering Research en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Alternative Water Resources en_US
dc.subject Rainwater Harvesting en_US
dc.subject Rainwater Harvesting Optimizations en_US
dc.subject Sustainable Water Resources Management en_US
dc.subject Water Saving en_US
dc.title Rooftop Rainwater Harvesting Optimization in Antalya, Turkey en_US
dc.type Conference Object en_US
dspace.entity.type Publication
gdc.author.id 0000-0002-2281-4967
gdc.author.institutional Doğan, Selim
gdc.coar.access open access
gdc.coar.type text::conference output
gdc.description.department Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Çevre Mühendisliği Bölümü en_US
gdc.description.endpage 347 en_US
gdc.description.publicationcategory Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality N/A
gdc.description.startpage 337 en_US
gdc.description.wosquality N/A
gdc.virtual.author Doğan, Selim
relation.isAuthorOfPublication 83d0ff2b-43c7-40a3-94f5-bf6a7fb3d06f
relation.isAuthorOfPublication.latestForDiscovery 83d0ff2b-43c7-40a3-94f5-bf6a7fb3d06f

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