Culvert versus Bridge Hydraulics for Larger-Span or Short Culverts-Reference-Cited by-同舟云学术

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Culvert versus Bridge Hydraulics for Larger-Span or Short Culverts

Published:2024-03 Issue:2 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Lyn D. A.¹,Dey S.²^ORCID,Saksena S.³^ORCID,Merwade V. M.⁴^ORCID

Affiliation:

1. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author).

2. Research Scientist, Taylor Geospatial Institute, St. Louis Univ., St. Louis, MO 63108. ORCID:

3. Assistant Professor, The Charles E. Via, Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Virginia Polytechnic Institute and State Univ., 220A Patton Hall, 750 Drillfield Dr., Blacksburg, VA 24061. ORCID:

4. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13650

Reference9 articles.

1. Calculation of Contraction Coefficient under Sluice Gates and Application to Discharge Measurement

2. Bodhaine, G. L. 1968. Measurement of peak discharge at culverts by indirect methods. Washington, DC: US Government Printing Office.

3. Bos, M. G. 1988. Discharge measurement structures. 3rd revised ed. Wageningen, Netherlands: International Institute for Land Reclamation and Improvement.

4. Brunner, G. W. 2016. HEC-RAS, river analysis system hydraulic reference manual. Davis, CA: USACE, Hydrologic Engineering Center.

5. Hydraulic Performance Curves for Highway Culverts

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