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				<identifier>oai:ojs2.stroyjurnal-asa.ru:article/159</identifier>
				<datestamp>2022-03-18T18:50:55Z</datestamp>
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<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="https://jats.nlm.nih.gov/publishing/1.1/" xml:lang="ru" article-type="research-article" dtd-version="1.1" specific-use="eps-0.1">
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				<journal-id journal-id-type="publisher-id">asa</journal-id><journal-title-group>
			<journal-title xml:lang="ru">Строительство и техногенная безопасность</journal-title></journal-title-group>			<issn pub-type="ppub">2413-1873</issn>			<publisher><publisher-name>КФУ им. В.И. Вернадского</publisher-name></publisher>
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			<article-id pub-id-type="publisher-id">159</article-id>
			<article-categories><subj-group xml:lang="en"><subject>Engineering support</subject></subj-group><subj-group xml:lang="ru"><subject>Инженерное обеспечение</subject></subj-group></article-categories>
			<title-group><article-title xml:lang="ru">АНАЛИЗ МЕТОДИК ОПРЕДЕЛЕНИЯ РЕГУЛИРУЮЩЕЙ ЕМКОСТИ  РЕЗЕРВУАРОВ ЧИСТОЙ ВОДЫ</article-title><trans-title-group xml:lang="en"><trans-title>ANALYSIS OF METHODS FOR DETERMINING THE REGULATING CAPACITY CLEAN WATER TANKS</trans-title></trans-title-group></title-group>
			<contrib-group content-type="author">
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<name-alternatives>					<name>
						<surname>Николенко</surname>
						<given-names>И. В.</given-names>
					</name>
					<name xml:lang="en">
						<surname>Nikolenko</surname>
						<given-names>I. V.</given-names>
					</name>
</name-alternatives>					<xref ref-type="aff" rid="aff-1"/>
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				<contrib contrib-type="author">
<name-alternatives>					<name>
						<surname>Котовская</surname>
						<given-names>Е. Е.</given-names>
					</name>
					<name xml:lang="en">
						<surname>Kotovskaya</surname>
						<given-names>E. E.</given-names>
					</name>
</name-alternatives>					<xref ref-type="aff" rid="aff-2"/>
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			<institution content-type="orgname">Крымский федеральный университет им. В.И. Вернадского</institution>
			<institution content-type="orgname" xml:lang="en">V.I. Vernadsky Crimean Federal University</institution>
			</aff>
			<aff id="aff-2">
			<institution content-type="orgname"> Крымский федеральный университет им. В.И. Вернадского</institution>
			<institution content-type="orgname" xml:lang="en">V.I. Vernadsky Crimean Federal University</institution>
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			<pub-date date-type="pub" publication-format="electronic">
				<day>18</day>
				<month>12</month>
				<year>2021</year>
			</pub-date>
				<issue seq="2">23(75)</issue><issue-id>71</issue-id><fpage>79</fpage>
				<lpage>88</lpage>
			<permissions>
				<copyright-statement>Copyright (c) 2022 Строительство и техногенная безопасность</copyright-statement>
				<copyright-year>2022</copyright-year>
				<copyright-holder>Строительство и техногенная безопасность</copyright-holder>
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			<self-uri>https://www.stroyjurnal-asa.ru/index.php/asa/article/view/159</self-uri>
			<abstract><p>Статья посвящена одной из актуальных проблем проектирования систем водоснабжения новых микрорайонов города, при которых застройщик, стремящиеся получить высокую прибыль, не осуществляет проектирование и строительство резервуаров чистой воды (РЧВ), которые могли бы обеспечить бесперебойное водоснабжение. Рассмотрены существующие методики определения регулирующей емкости РЧВ. Определены значения процентного соотношения регулирующей емкости от суточного водопотребления рассматриваемых микрорайонов и различном времени заполнения РЧВ.</p></abstract><trans-abstract xml:lang="en"><p>The article is devoted to one of the urgent problems of designing water supply systems for new neighborhoods of the city, in which the developer, seeking to make a high profit, does not carry out the design and construction of clean water reservoirs that could provide uninterrupted water supply. The existing methods of determining the regulating capacity of RFV are considered. The values of the percentage ratio of the regulating capacity from the daily water consumption of the microdistricts under consideration and the different filling time of the RFV are determined.</p></trans-abstract><kwd-group xml:lang="en"><title>Keywords</title><kwd>water reservoirs</kwd><kwd>water supply and distribution system</kwd><kwd>apartment buildings</kwd><kwd>microdistricts</kwd><kwd>fficient of maximum hourly unevenness</kwd><kwd>regulating volume</kwd><kwd>emergency volume</kwd><kwd>inviolable fire reserve</kwd></kwd-group><kwd-group xml:lang="ru"><title>Ключевые слова</title><kwd>Резервуары чистой воды</kwd><kwd>система подачи и распределения воды</kwd><kwd>многоквартирные жилые дома</kwd><kwd>микрорайоны</kwd><kwd>коэффициент максимальной часовой неравномерности</kwd><kwd>регулирующий объем</kwd><kwd>новенный противопожарный запас</kwd><kwd>аварийный объем</kwd></kwd-group><counts><page-count count="10"/></counts>
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	<body><p>полный текст на сайте stroyjurnal-asa.ru</p></body>
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