A platform for research: civil engineering, architecture and urbanism
Spillway design, hydraulic features of transition walls, and transition floor profile; structure of spillway is built on fill with thin 12 in. floor being butt jointed throughout with vinyl-chloride water stops; steel dowels prevent creep of concrete; drainage system; use of flip bucket as energy dissipator; model testing was conducted to study feasibility of building hydraulic structures on fill.
Spillway design, hydraulic features of transition walls, and transition floor profile; structure of spillway is built on fill with thin 12 in. floor being butt jointed throughout with vinyl-chloride water stops; steel dowels prevent creep of concrete; drainage system; use of flip bucket as energy dissipator; model testing was conducted to study feasibility of building hydraulic structures on fill.
Some features of waterton spillway
Eng J
Foss, W.L. (author)
Engineering Journal ; 49
1966
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Waterton-St. Mary Headworks System, St. Mary Dam and Reservoir Rehabilitation Spillway Replacement
British Library Conference Proceedings | 1995
|Waterton-St. Mary Headworks System Spillway replacement for the St. Mary Dam and Reservoir
British Library Conference Proceedings | 1999
|Spillway Modifications. San Esteban Spillway
British Library Conference Proceedings | 1992
|Spillway Gate Forces-Montgomery Point Spillway
British Library Conference Proceedings | 1995
|