Case Study: New Zealand Bridge Scour Experiences

Author:

Coleman Stephen E.12,Melville Bruce W.12

Affiliation:

1. Sr. Lect., Dept. of Civ. and Resour. Engrg., The Univ. of Auckland, Private Bag 92019, Auckland, New Zealand. E-mail: s.coleman@ auckland.ac.nz

2. Assoc. Prof., Dept. of Civ. and Resour. Engrg., The Univ. of Auckland, Private Bag 92019, Auckland, New Zealand. E-mail: b.melville@ auckland.ac.nz

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference19 articles.

1. Ashmore P. and Parker G. ( 1983). “Confluence scour in coarse braided streams.” Water Resour. Res. 19(2) 392–402.

2. Blench T. ( 1969). Mobile-bed fluviology University of Alberta Press Edmonton Canada.

3. Ettema R. ( 1980). “Scour at bridge piers.” Rep. No. 216 School of Engrg. The University of Auckland Auckland New Zealand.

4. Holmes P. S. ( 1974). “Analysis and prediction of scour at railway bridges in New Zealand.” New Zealand Engrg. November 313–320.

5. Klaassen G. J. and Vermeer K. ( 1988). “Confluence scour in large braided rivers with fine bed material.” Proc. Int. Conf. on Fluvial Hydr. Budapest Hungary 395–408.

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