Investigation of turbulence behavior in pipe transient using a k–∊model
Author:
Affiliation:
1. a Department of Civil Engineering , The Hong Kong University of Science and Technology , Hong Kong
Publisher
Informa UK Limited
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00221686.2006.9521717
Reference24 articles.
1. Developments in unsteady pipe flow friction modelling
2. Transition of unsteady velocity profiles with reverse flow
3. Low-Reynolds-number k-epsilon model for unsteady turbulent boundary-layer flows
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