Bottom stability in closed conduits

In this paper on the basis of the riverbed model proposed earlier the one-dimensional stability problem of closed flow channel with sandy bed is solved. The feature of the investigated problem is used original equation of riverbed deformations, which takes into account the influence of mechanical an...

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Bibliographic Details
Main Authors: Yuliya Georgievna Krat, Igor’ Ivanovich Potapov
Format: Article
Language:Russian
Published: Institute of Computer Science 2015-10-01
Series:Компьютерные исследования и моделирование
Subjects:
Online Access:http://crm.ics.org.ru/uploads/crmissues/crm_2015_5/15.07.07.pdf

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