A platform for research: civil engineering, architecture and urbanism
Poured-in-place 60-in. semi-elliptical sewer
Construction of new sewerage facilities for needs of 400,000 people in 31,000 acre section of city of Tulsa, Okla; design dealt with sewage flow of 1500 gal per acre per day or 115 gal per capita; description of lower two mile of trunk line carrying 46.5 mgd; sewer of semi-elliptical cross section, equaling use of 60-in. diam circular pipe, was chosen which could be poured in place; structural design was according to Portland Cement Association's "Analysis of Arches, Rigid Frames and Sewer Section".
Poured-in-place 60-in. semi-elliptical sewer
Construction of new sewerage facilities for needs of 400,000 people in 31,000 acre section of city of Tulsa, Okla; design dealt with sewage flow of 1500 gal per acre per day or 115 gal per capita; description of lower two mile of trunk line carrying 46.5 mgd; sewer of semi-elliptical cross section, equaling use of 60-in. diam circular pipe, was chosen which could be poured in place; structural design was according to Portland Cement Association's "Analysis of Arches, Rigid Frames and Sewer Section".
Poured-in-place 60-in. semi-elliptical sewer
Civ Eng (NY)
Browner, H.D. (author)
1959
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Rehabilitation of a Large Semi-Elliptical Sewer
British Library Conference Proceedings | 2006
|Lightweight, poured-in-place roof deck
Engineering Index Backfile | 1951
Formulas for preliminary design of semi-elliptical sewer
Engineering Index Backfile | 1936
|