VERIFICATION OF DEAN’S EQUILIBRIUM BEACH PROFILE FORMULA FOR LARGE MAN-MADE LAKES
Authors:
1.
Institut vodnyh i ekologicheskih problem SO RAN
Russian Federation
Russian Federation
2.
Institut vodnyh i ekologicheskih problem SO RAN
lygin@iwep.ru, Russian Federation
lygin@iwep.ru, Russian Federation
3.
Institut vodnyh i ekologicheskih problem SO RAN
Russian Federation
Russian Federation
Type:
Сonference article
Published:
24.11.2012
Subject area:
06.01
NAT010000
NAT045050
NAT025000
NAT045030
SCI081000
SCI092000
SCI020000
SCI039000
SOC053000
TEC060000
NAT010000
NAT045050
NAT025000
NAT045030
SCI081000
SCI092000
SCI020000
SCI039000
SOC053000
TEC060000
Language:
Russian, English
Keywords:
Novosibirsk reservoir
Abstract (English):
In the paper the possibility of using Dean’s equilibrium beach profile formula for a large man-made lake coastal conditions was studied. A stringent test of its adequate use was made based on mathematical statistics. The calculations were performed for the real bottom profile of the Novosibirsk reservoir beach.
In the paper the possibility of using Dean’s equilibrium beach profile formula for a large man-made lake coastal conditions was studied. A stringent test of its adequate use was made based on mathematical statistics. The calculations were performed for the real bottom profile of the Novosibirsk reservoir beach.
Keywords:
Novosibirsk reservoir
Novosibirsk reservoir
1. Dean R.G. Equilibrium beach profiles. Characteristics and applications // J. of Coastal Research. 1991.Vol. 7. No 1. Pp. 53-84.
2. Hanson H., Kraus N.C. GENESIS: Generalized model for simulating shoreline change. Tech. Report CERC-89-19. Coastal Engineering Research Center. US Army Corps of Engineers, 1989. 247 p.
3. Kremer N.Sh., Putko B.A. Ekonometrika : uchebnik dlya vuzov / Pod red. Prof. N.Sh. Kremera. M. : YuNITI-DANA, 2002. 311 s.
