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...
Main Authors: | , |
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Format: | Article |
Language: | Russian |
Published: |
Institute of Computer Science
2015-10-01
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Series: | Компьютерные исследования и моделирование |
Subjects: | |
Online Access: | http://crm.ics.org.ru/uploads/crmissues/crm_2015_5/15.07.07.pdf |