Bay Springs Canal Surge Study, Tennessee-Tombigbee Waterway, Mississippi and Alabama, Hydraulic Model Investigation.

Abstract

A 1:80-scale hydraulic model was used to study flow conditions in the canal downstream of the proposed Bay Springs Lock. The original design and plan of operation caused severe conditions in the canal and required modification (design 2) of the lock discharge system and lower approach geometry. Based on the results of this study, the design 2 diffuser and lower approach with a 2-min emptying valve schedule should provide satisfactory navigation conditions downstream of the project. This design is expected to produce a relatively slow upwelling of the water surface in the lower approach with a maximum height of 2.5 ft and to exert a force of less than 36 tons on a tow similar to that used in the study. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1978
Accession Number
ADA058604

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  • Charles H. Tate Jr.

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  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Bibliographies
  • Diffusers
  • Elevation
  • Engineers
  • Hydraulic Models
  • Hydraulics
  • Management Personnel
  • Measurement
  • Mississippi
  • Models
  • Navigation
  • New York
  • Prototypes
  • Rivers
  • Security
  • Tennessee
  • United States

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  • Hydraulic Engineering.