Drag Coefficients of Debris Accumulations

Author:

Ballio Francesco1ORCID,Viscardi Simona2,Pallavicini Paolo2,Malavasi Stefano3ORCID

Affiliation:

1. Professor, Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano 20133, Italy (corresponding author). ORCID: .

2. Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano 20133, Italy.

3. Professor, Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano 20133, Italy. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference22 articles.

1. Cantero-Chinchilla, F. N., G. A. M. De Almeida, and M. Escarameia. 2018. Assessing the effects of debris accumulations at river bridges. London: Univ. of Southampton.

2. Chow, V. T. 1973. Open channel hydraulics. New York: McGraw Hill.

3. Bridge pier shape influence on wood accumulation: Outcomes from flume experiments and numerical modelling

4. Diehl T. H. and B. A. Bryan. 1993. “Supply of large woody debris in a stream channel.” In Proc. 1989 National Conf. of Hydraulic Engineering 1055–1060. New York: ASCE.

5. Gschnitzer T. B. Gems M. Aufleger B. Mazzorana and F. Comiti. 2013. “Physical scale model test on bridge clogging.” In Proc. 35th IAHR World Congress edited by H.-W. Zhaoyin and S. Jizhang 1–11. Beijing: Tsinghua University Press.

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