Hydraulic Design of a Longitudinal Culvert for Lock Filling and Emptying Systems

Author:

Hite John E.1,Stockstill Richard L.2

Affiliation:

1. Research Hydraulic Engineer, U.S. Army Engineering, Research and Development Center, Coastal and Hydraulic Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.

2. Research Hydraulic Engineering, U.S. Army Engineering, Research and Development Center, Coastal and Hydraulic Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Ables J. H. and Boyd M. B. (1966a). “Filling and emptying system Cannelton Main Lock Ohio River and generalized tests of sidewall port systems for 110- by 1 200-ft Locks; Hydraulic model investigation.” Technical Rep. 2-713 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

2. Ables J. H. and Boyd M. B. (1966b). “Filling and emptying systems low-lift locks Arkansas River Project; Hydraulic model investigation.” Technical Rep. 2-743 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

3. Armistead T. F. (2001). “First segment floated to site.” Engineering News Record 247 6 McGraw-Hill New York 10–11.

4. Diffusion of submerged jets.;Albertson M. L.;Trans. Am. Soc. Civ. Eng.,1950

5. Experimental research on lock hydraulic systems.;Davis J. P.;J. Waterw. Harbors Div., Am. Soc. Civ. Eng.,1966

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