Effects of Bottom-Up Blockage on Entrance Loss Coefficients and Head-Discharge Relationships for Pipe Culvert Inlets: Comparisons of Theoretical Methods and Experimental Results-Reference-Cited by-同舟云学术

Effects of Bottom-Up Blockage on Entrance Loss Coefficients and Head-Discharge Relationships for Pipe Culvert Inlets: Comparisons of Theoretical Methods and Experimental Results

Published:2024-04 Issue:2 Volume:150 Page:
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Sellevold Joakim¹^ORCID,Norem Harald²,Bruland Oddbjørn³,Rüther Nils⁴,Pummer Elena⁵^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersens veg 5, Trondheim 7031, Norway (corresponding author). ORCID: .

2. Retired, Christian Bloms veg 2B, Jakobsli 7058, Norway.

3. Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersens veg 5, Trondheim 7031, Norway.

4. Professor and Chair of the Dept. of Hydraulic and Water Resources Engineering, Technische Universität München, Arcisstr. 21, Munich 80333, Germany.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersens veg 5, Trondheim 7031, Norway. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JIDEDH.IRENG-10219

Reference35 articles.

1. Bodhaine, G. L. 1968. “Measurement of peak discharge at culverts by indirect methods.” In Techniques of water-resources investigations of the United States geological survey. Washington, DC: USGS.

2. Bradley, J. B., D. L. Richards, and C. D. Bahner. 2005. Debris control structures, evaluation and countermeasures. 3rd ed. Washington, DC: DOT.

3. Cafferata, P., M. W. Spittler, G. Bundros, and S. Flanagan. 2004. Designing watercourse crossings for passage of 100-year flood flows, wood and sediment. Washington, DC: Dept. of Forestry & Fire Protection.

4. Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments

5. Hydraulic Analysis and Design of Pipe Culverts: USGS versus FHWA

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