SOME PROBLEMATIC ASPECTS OF FLOOD ROUTING CALCULATIONS

dc.contributor.author	Gopchenko Y.D.
dc.date.accessioned	2020-04-10T02:20:30Z
dc.date.available	2020-04-10T02:20:30Z
dc.date.issued	1988
dc.identifier	https://elibrary.ru/item.asp?id=30956895
dc.identifier.citation	TRANSACTIONS (DOKLADY) OF THE USSR ACADEMY OF SCIENCES. EARTH SCIENCE SECTIONS, 1988, 302, 5, 270-272
dc.identifier.issn	0891-5571
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/16549
dc.description.abstract	Among the formulas widely used in rainfall-induced flood routing calculations for water-conservancy forecasting purposes are the so-called 'peak, or maximum intensity of flood' formulas. We note that fundamental changes have been made in the structure of these formulas in recent years. Soviet hydrologists have further developed for maximum-intensity formula both by refining the values of the parameters and developing a theoretical basis for the formula itself. Unfortunately, less attention has been devoted to evaluating the degree of optimality of the original model on which the theoretical derivations have been based, which ultimately has given rise to certain assumptions that more or less contradict the principle of 'maximum intensity.'
dc.title	SOME PROBLEMATIC ASPECTS OF FLOOD ROUTING CALCULATIONS
dc.type	Статья

Files in this item

Files	Size	Format	View
There are no files associated with this item.