Scale effects of round-crested weir flow
Author:
Affiliation:
1. (IAHR Member), Professor, University of Cordoba, Campus Rabanales, Leonardo Da Vinci Building, E-14071 Cordoba, Spain
2. (IAHR Honorary Member), Professor, VAW, ETH Zurich, CH-8093 Zürich, Switzerland.
Publisher
Informa UK Limited
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00221686.2014.910277
Reference51 articles.
1. Overflow characteristics of circular-crested weirsBy SARA BAGHERI and MANOUCHEHR HEIDARPOUR, Journal of Hydraulic Research, Vol. 48, No. 4 (2010), pp. 515–520
2. Potential Flow Solution for Open-Channel Flows and Weir-Crest Overflow
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