BOOK REVIEW
Jul 1, 2001
Bridge Hydraulics
Publication: Journal of Hydraulic Engineering
Volume 127, Issue 7
0733-9429(2001)127:7(632)/asset/be11baf1-b44f-444a-bcaa-6464a8cbd014/assets/(asce)0733-9429(2001)127:7(632).fp.png)
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References
1.
Bradley, J. N. ( 1970). “Hydraulics of bridge waterways.” Hydr. Des. Ser. No. 1 (HDS-1), 2nd Ed., Federal Highway Administration, Washington, D.C.
2.
Kindsvater, C. E., Carter, R. W., and Tracey, H. J. ( 1953). “Computation of peak discharge at contractions.” Circular 284, U.S. Geological Survey, Washington, D.C.
3.
Matthai, H. F. ( 1967). “Measurement of peak discharge at width constrictions by indirect methods.” Chapter A4, Techniques of water resources investigations, Book 3, U.S. Geological Survey, Washington, D.C.
4.
Parola, A. C. ( 1991). “The stability of riprap used to protect bridge piers.” Pub. No. FHWA-RD-91-063, Federal Highway Administration, McLean, Va.
5.
Richardson, E. V., Harrison, L. J., Richardson, J. R., and Davis, S. R. ( 1995). “Evaluating scour at bridges.” Hydr. Engrg. Circular No. 18 (HEC-18), 3rd Ed., Federal Highway Administration, Washington, D.C.
6.
Yarnell, D. L., and Nagler, F. A. ( 1930). “Flow of water over railway and highway embankments.” Public Roads, 11(2), 30.
Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 127 • Issue 7 • July 2001
Pages: 632 - 633
History
Published online: Jul 1, 2001
Published in print: Jul 2001
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Authors
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J. Sterling Jones
Research Hydraulic EngineerFederal Highway Administration Turner Fairbank Highway Research Center McLean, Va.
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