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akaturk Akademik ölçüm

Makale detayı · 2019

Two dimensional bed deformation model in turbulent streams

Australian Journal of Civil Engineering

YÖKSİS OpenAlex Açık erişim · green SJR Q2 Atıf 0 Yüzdelik 3.6% FWCI 0.0
Yıl
2019
ISSN
1448-8353
Tür
article

Veri kaynağı ayrımı

  • YÖKSİS YÖKSİS makale kaydı
  • OpenAlex OpenAlex zenginleştirmesi (özet, atıf, konular)

Özet

İngilizce (OpenAlex)

A coupled model is developed to simulate two dimensional water surface profile, suspended sediment load and bed deformation in unsteady open channels. The hydrodynamical component employs the two dimensional shallow water equations to obtain the hydraulic variables. These, in turn, are used in the morphdynamical component to determine the bed deformation. For the turbulence variables; two turbulence models are supervened to the governing equations. Triangular meshes were developed to discretize the domain of open channel. In order to discretize the governing equations, the explicit finite volume method is used by the total variation diminishing (TVD) schemes. The performance of the developed model is compared to that of the Flow3D software. The comparison results are in good agreement.

Konular

  • Hydrology and Sediment Transport Processes
  • Hydraulic flow and structures
  • Landslides and related hazards

Birincil konu Hydrology and Sediment Transport Processes

Yazarlar

  1. AMIN GHAREHBAGHI HASAN KALYONCU ÜNİVERSİTESİ
  2. BİROL KAYA DOKUZ EYLÜL ÜNİVERSİTESİ
  3. GÖKMEN TAYFUR İZMİR YÜKSEK TEKNOLOJİ ENSTİTÜSÜ