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![]() АРНАУТ, Николай. Риск затопления застроенной части поймы р.Бык в пределах г.Кишинев. In: Buletinul INCERCOM, 2013, nr. 4, pp. 22-30. ISSN 1857-3762. |
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Buletinul INCERCOM | ||||||
Numărul 4 / 2013 / ISSN 1857-3762 | ||||||
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Pag. 22-30 | ||||||
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Natural hydrological researches of the Byk river ,were executed in 1988 ( Nicora V. and others). On the basis of the analysis of scientific results and flood plain the attempt of an risk assessment of flooding with rare repeatability (once in 100 and more years) of the built-up part of the Byk river valley was executed. The received map-scheme qualitatively reflects zones of possible flooding of the river flood plain, including built-up its part. This map-scheme is based on the analysis of change of capacity of the course and settlement expenses of 1% of coverage on river length about 20 km long between the Ghidigich reservoir and village Byk. Low capacity of the course and the increased risk of flooding are characteristic for 2nd km site of flood plain. The site is below of the dam of the Gidigichesky reservoir, and also with 6th on 9th km (the tractor plant area, Drujba park) and with 15 on 18 km (between Pushkin and Botanical streets). |
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<?xml version='1.0' encoding='utf-8'?> <resource xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns='http://datacite.org/schema/kernel-3' xsi:schemaLocation='http://datacite.org/schema/kernel-3 http://schema.datacite.org/meta/kernel-3/metadata.xsd'> <creators> <creator> <creatorName>Arnaut, N.A.</creatorName> <affiliation>Institutul de Geologie şi Seismologie al AŞM, Moldova, Republica</affiliation> </creator> </creators> <titles> <title xml:lang='ru'>Риск затопления застроенной части поймы р.Бык в пределах г.Кишинев</title> </titles> <publisher>Instrumentul Bibliometric National</publisher> <publicationYear>2013</publicationYear> <relatedIdentifier relatedIdentifierType='ISSN' relationType='IsPartOf'>1857-3762</relatedIdentifier> <dates> <date dateType='Issued'>2013-10-01</date> </dates> <resourceType resourceTypeGeneral='Text'>Journal article</resourceType> <descriptions> <description xml:lang='en' descriptionType='Abstract'><p>Natural hydrological researches of the Byk river ,were executed in 1988 ( Nicora V. and others). On the basis of the analysis of scientific results and flood plain the attempt of an risk assessment of flooding with rare repeatability (once in 100 and more years) of the built-up part of the Byk river valley was executed. The received map-scheme qualitatively reflects zones of possible flooding of the river flood plain, including built-up its part. This map-scheme is based on the analysis of change of capacity of the course and settlement expenses of 1% of coverage on river length about 20 km long between the Ghidigich reservoir and village Byk. Low capacity of the course and the increased risk of flooding are characteristic for 2nd km site of flood plain. The site is below of the dam of the Gidigichesky reservoir, and also with 6th on 9th km (the tractor plant area, Drujba park) and with 15 on 18 km (between Pushkin and Botanical streets).</p></description> <description xml:lang='ro' descriptionType='Abstract'><p>Pe baza analizei rezultatelor studiilor pe scară largă hidrologică r.Bîk realizate în 1988 (Nikora V.I., etc), materiale de proiect, date observații hidrometrice și materiale moderne văi topografice și zonele inundabile ale râului făcut o încercare de a evalua riscul de inundații construit parte din lunca. Taur de inundații eveniment rar (la fiecare 100 de ani sau mai mult).Rezultată hărți Diagrama reprezintă calitativ zona de posibile inundații lunca r.Byk, inclusiv o parte a construit-up de ea. Ea se bazează pe analiza de schimbări în capacitatea canalului și cheltuielile de decontare 1% de securitate de-a lungul râului în zona de la Bull Gidigicheskogo rezervor de satul Bull, cu o lungime de aproximativ 20 km. Canal low-lățime de bandă și riscul crescut de inundații secțiunii 2-km tipic din lunca sub baraj Gidigicheskogo rezervor, precum și la 6 la 9 km (cartierul Uzina de tractoare., Friendship Park), și de la 15 la 18 km (între B-dul. Pușkin și ul.Botanicheskoy).</p></description> <description xml:lang='ru' descriptionType='Abstract'><p>На основе анализа результатов натурных гидрологических исследований р.Бык, выполненных в 1988 г.(Никора В.И. и др), проектных материалов, данных гидрометрических наблюдений и современных топографических материалов долины и поймы реки выполнена попытка оценки риска затопления застроенной части поймы р. Бык при паводках редкой повторяемости (один раз в 100 и более лет). Полученная карто-схема качественно отражает зоны возможного затопления поймы р.Бык, в том числе застроенной ее части. Она основана на анализе изменения пропускной способности русла и расчетных расходов 1% обеспеченности по длине реки Бык на участке от Гидигического водохранилища до села Бык , протяженностью примерно 20 км. Низкая пропускная способность русла и повышенный риск затопления характерны для 2 км –го участка поймы ниже плотины Гидигического водохранилища , а также с 6-го по 9 км (район тракторного завода., парк Дружбы), и с 15 по 18 км (между бульв.Пушкина и ул.Ботанической ).</p></description> </descriptions> <formats> <format>application/pdf</format> </formats> </resource>