Application of a New Flow Resistance Formula: Step-pool Culvert Installation

In the present study, the question of constructing a pseudo-natural step-pool streambed within a roadway culvert is examined. This is a new method, based on a geomorphology study conducted using a hydraulic model, and a formula for computing the flow resistance caused by step-pool bedforms is described. An example case is examined, and a summary of the analysis procedure is provided.

• Record URL:
  • https://doi.org/10.1061/40644(2002)199
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784406441
• Supplemental Notes:
  • © 2002 American Society of Civil Engineers.
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Maxwell, A R
  • Papanicolaou, A N
• Conference:
  • Ninth International Conference on Urban Drainage (9ICUD)
  • Location: Portland Oregon, United States
  • Date: 2002-9-8 to 2002-9-13
• Publication Date: 2002

Language

• English

Media Info

• Media Type: Web
• Pagination: pp 1-5
• Monograph Title: Global Solutions for Urban Drainage

Subject/Index Terms

• TRT Terms: Culverts; Flow resistance; Geomorphology; Streambeds
• Subject Areas: Bridges and other structures; Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 01897415
• Record Type: Publication
• ISBN: 9780784406441
• Files: TRIS, ASCE
• Created Date: Oct 25 2023 10:14AM