{"id":21460,"date":"2024-04-25T13:30:54","date_gmt":"2024-04-25T11:30:54","guid":{"rendered":"https:\/\/informacjainstal.com.pl\/artykul\/dobor-optymalnej-objetosci-zbiornika-retencyjnego-przy-uzyciu-cyfrowego-kalkulatora-wykorzystania-wod-opadowych-in-situ\/"},"modified":"2024-04-30T11:19:38","modified_gmt":"2024-04-30T09:19:38","slug":"the-optimal-volume-of-a-retention-tank-estimation-using-rainwater-harvesting-digital-calculator","status":"publish","type":"artykul","link":"https:\/\/informacjainstal.com.pl\/en\/article\/the-optimal-volume-of-a-retention-tank-estimation-using-rainwater-harvesting-digital-calculator\/","title":{"rendered":"The optimal volume of a\u00a0retention tank estimation using rainwater harvesting digital calculator"},"content":{"rendered":"<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><\/p>\n\n<!--themify_builder_content-->\n<div id=\"themify_builder_content-21460\" data-postid=\"21460\" class=\"themify_builder_content themify_builder_content-21460 themify_builder tf_clear\">\n                    <div  data-lazy=\"1\" class=\"module_row themify_builder_row tb_od5a058 tb_first tf_w\">\n                        <div class=\"row_inner col_align_top tb_col_count_1 tf_box tf_rel\">\n                        <div  data-lazy=\"1\" class=\"module_column tb-column col-full tb_0de1028 first\">\n                    <!-- module buttons -->\n<div  class=\"module module-buttons tb_04ri060 buttons-horizontal solid  squared\" data-lazy=\"1\">\n        <div class=\"module-buttons-item tf_in_flx\">\n                        <a href=\"https:\/\/informacjainstal.com.pl\/wp-content\/uploads\/2024\/04\/crop_34-41.pdf\" class=\"ui builder_button tf_in_flx themify_lightbox tb_default_color\" >\n                                                Read more                                        <\/a>\n                <\/div>\n            <\/div>\n<!-- \/module buttons -->\n        <\/div>\n                        <\/div>\n        <\/div>\n        <\/div>\n<!--\/themify_builder_content-->","protected":false},"excerpt":{"rendered":"<p>The increasing number of investments in the retention and use of rainwater in situ, in response to the ongoing climate<br \/>\nchange and extreme weather events, including primarily drought and heavy rainfall, as well as the significant supply<br \/>\nof non-refundable funding from both domestic and foreign funds for such activities, is associated with the need for<br \/>\nknowledge of methods and tools for reliable design and selection of the optimal volume of retention tanks.<br \/>\nTo date, there is a lack of standards and guidelines for in situ rainwater management in Poland. Using simplified<br \/>\nmethods to estimate tank capacity often results in significant discrepancies. This paper presents the selection of optimal<br \/>\nretention tank volumes using a newly developed digital tool, the rainwater harvesting calculator on the WaterFolder<br \/>\nplatform, which takes into account both site conditions and precipitation conditions for a given region in the<br \/>\ncalculations. Demonstration calculations were carried out for 18 case studies (covering the three most common rainwater harvesting options, three locations and three runoff area sizes). The results showed that the selection of the optimal tank capacity is influenced not only by the size of the runoff area and the water demand for the chosen<br \/>\neconomic purposes, but also to a significant extent by the location, i.e., the local rainfall conditions in the area of the planned project. The use of such digital tools can streamline the design process and make it easier for developers to decide on the optimal capacity of a rainwater retention tank for on-site use.<\/p>\n","protected":false},"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":[],"tags":[4253,4254,2811,3231,4252],"tematyka":[4256],"class_list":["post-21460","artykul","type-artykul","status-publish","hentry","tag-calculator","tag-optimum-tank-capacity","tag-rainwater-harvesting","tag-retention","tag-retention-tank","tematyka-rainwater-networks-and-installations","has-post-title","has-post-date","has-post-category","has-post-tag","has-post-comment","has-post-author",""],"ptb_metabox":{"ptb_artykul_text_1":["PAULINA NAPIERAJ","EWA BURSZTA-ADAMIAK","PIOTR CZARNOCKI","PAWE\u0141 LICZNAR"],"ptb_artykul_text_2":"10.36119\/15.2024.4.4","ptb_artykul_numer_miesi_cznika":"04\/2024 Instal pp.32-39","ptb_artykul_info_autor":"mgr in\u017c. Paulina Napieraj, https:\/\/orcid.org\/0009-0001-7340-4757 \u2012 Wydzia\u0142 Budownictwa, Architektury i In\u017cynierii \u015arodowiska, Politechnika Bydgoska, Miejskie Wodoci\u0105gi i Kanalizacja w Bydgoszczy sp. z o.o. dr hab. in\u017c. Ewa Burszta-Adamiak, prof. UPWr, https:\/\/orcid.org\/0000-0003-3755-2047 \u2012 Wydzia\u0142 In\u017cynierii Kszta\u0142towania \u015arodowiska i Geodezji, Uniwersytet Przyrodniczy we Wroc\u0142awiu mgr Piotr Czarnocki \u2012 Ministerstwo Klimatu i \u015arodowiska, Departament Funduszy Europejskich, Warszawa prof. dr hab. in\u017c. Pawe\u0142 Licznar, https:\/\/orcid.org\/0000-0002-2559-5296 \u2012 Wydzia\u0142 Instalacji Budowlanych, Hydrotechniki i In\u017cynierii \u015arodowiska, Politechnika Warszawska, Warszawa.  Corresponding Author: ewa.burszta-adamiak@upwr.edu.pl","ptb_artykul_orcid":["0009-0001-7340-4757 ","0000-0003-3755-2047","0000-0002-2559-5296"]},"ptb_taxonomy":{"post_tag":[{"term_id":4253,"name":"calculator","slug":"calculator","term_group":0,"term_taxonomy_id":4253,"taxonomy":"post_tag","description":"","parent":0,"count":1,"filter":"raw"},{"term_id":4254,"name":"optimum tank capacity","slug":"optimum-tank-capacity","term_group":0,"term_taxonomy_id":4254,"taxonomy":"post_tag","description":"","parent":0,"count":1,"filter":"raw"},{"term_id":2811,"name":"rainwater harvesting","slug":"rainwater-harvesting","term_group":0,"term_taxonomy_id":2811,"taxonomy":"post_tag","description":"","parent":0,"count":3,"filter":"raw"},{"term_id":3231,"name":"retention","slug":"retention","term_group":0,"term_taxonomy_id":3231,"taxonomy":"post_tag","description":"","parent":0,"count":5,"filter":"raw"},{"term_id":4252,"name":"retention tank","slug":"retention-tank","term_group":0,"term_taxonomy_id":4252,"taxonomy":"post_tag","description":"","parent":0,"count":1,"filter":"raw"}],"tematyka":[{"term_id":4256,"name":"Rainwater networks and installations","slug":"rainwater-networks-and-installations","term_group":0,"term_taxonomy_id":4256,"taxonomy":"tematyka","description":"","parent":0,"count":8,"filter":"raw"}]},"ptb_featured_image":null,"builder_content":"<a href=\"https:\/\/informacjainstal.com.pl\/wp-content\/uploads\/2024\/04\/crop_34-41.pdf\" > Read more <\/a>","_links":{"self":[{"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/artykul\/21460","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/artykul"}],"about":[{"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/types\/artykul"}],"wp:attachment":[{"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/media?parent=21460"}],"wp:term":[{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/tags?post=21460"},{"taxonomy":"tematyka","embeddable":true,"href":"https:\/\/informacjainstal.com.pl\/en\/wp-json\/wp\/v2\/tematyka?post=21460"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}