A platform for research: civil engineering, architecture and urbanism
Construction methods on $3,450,000 relief sewer
Methods employed in constructing one of largest sewers in world by Brooklyn Bureau of Sewers; 14,800 ft. of lower end of sewer terminating at receiving chamber near shore of Jamaica Bay to which effluent is discharged, has overall width of 14 ft. 10 in. to 47 ft. and depth of 12 ft. 4 in. to 13 ft. and is calculated to carry maximum flow of 2460 cu. ft. per second of storm water from large residential area; special drainage features of deep trench in wet sand.
Construction methods on $3,450,000 relief sewer
Methods employed in constructing one of largest sewers in world by Brooklyn Bureau of Sewers; 14,800 ft. of lower end of sewer terminating at receiving chamber near shore of Jamaica Bay to which effluent is discharged, has overall width of 14 ft. 10 in. to 47 ft. and depth of 12 ft. 4 in. to 13 ft. and is calculated to carry maximum flow of 2460 cu. ft. per second of storm water from large residential area; special drainage features of deep trench in wet sand.
Construction methods on $3,450,000 relief sewer
Gen Contracting
Skinner, F.W. (author)
1926
8 pages
8 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Relief-sewer construction in Ottawa
Engineering Index Backfile | 1940
|Over-under relief sewer design simplifies construction
Engineering Index Backfile | 1955
|Engineering Index Backfile | 1922
Engineering Index Backfile | 1914