Two-Dimensional Solution for Straight and Meandering Overbank Flows-Reference-Cited by-同舟云学术

Two-Dimensional Solution for Straight and Meandering Overbank Flows

Author:

Ervine D. Alan¹²³⁴,Babaeyan-Koopaei K.¹²³⁴,Sellin Robert H. J.¹²³⁴

Affiliation:

1. Member, ASCE

2. Prof. of Water Engrg., Dept. of Civ. Engrg., Univ. of Glasgow, Glasgow G12 8LT, U.K.

3. Postdoctoral Res. Asst., Dept. of Civ. Engrg., Univ. of Glasgow, Glasgow G12 8LT, U.K.

4. Emeritus Prof. of Hydr. Engrg., Dept. of Civ. Engrg., Univ. of Bristol, Bristol BS8 1TR, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference19 articles.

1. Ackers P. (1992). “Hydraulic design of two-stage channels.” Proc. Instn. Civ. Engrs. Water Maritime and Energy London 96(Dec.) 247–257.

2. Ervine D. A. and Jasem H. K. (1995). “Observations on flows in skewed compound flows.” Proc. Instn. Civ. Engrs. London 112(3) 249–259.

4. James C. S. and Wark J. B. (1992). “Conveyance estimation for meandering channels.” Rep. SR 329 HR Wallingford Oxford U.K.

5. Kiely G. K. ( 1989). “An experimental study of overbank flow in straight and meandering channels.” PhD thesis University College Cork Ireland.

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