A platform for research: civil engineering, architecture and urbanism
Design of reinforced concrete spillway at Tammy Brook Country Club flood control dam, Cresskill, NJ in which between normal water level and flood elevation, pond holds 100,000 cu ft; top of side walls of spillway were designed to reach same elevation as top of dam, with spillway crest four feet lower; walls were spaced 25 ft apart as width of weir crest dictated; approach walls to spillway crest are parallel and inlet apron rises slowly on slope of 1 vertical to 9 horizontal to meet spillway crest.
Design of reinforced concrete spillway at Tammy Brook Country Club flood control dam, Cresskill, NJ in which between normal water level and flood elevation, pond holds 100,000 cu ft; top of side walls of spillway were designed to reach same elevation as top of dam, with spillway crest four feet lower; walls were spaced 25 ft apart as width of weir crest dictated; approach walls to spillway crest are parallel and inlet apron rises slowly on slope of 1 vertical to 9 horizontal to meet spillway crest.
Design of small flood control spillway
Pub Works
Pagan, A.R. (author)
Public Works ; 95
1964
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Wanapum Spillway Flood Stability Review
British Library Conference Proceedings | 2007
|Emergency Spillway Structures For Extraordinary Flood
British Library Conference Proceedings | 1999
|Optimizing Flood Release at Cheruthoni Spillway
British Library Conference Proceedings | 1997
|British Library Conference Proceedings | 1992
|