A platform for research: civil engineering, architecture and urbanism
Public water supply for Massillon is taken from twelve 6-in. sandrock wells averaging 150 ft in depth, producing 1 mgd, and two gravel wells, one 178 ft deep with tested capacity of 3 mgd and other 158 ft deep with tested capacity of 4 mgd; article explains how corroded 12-in. screen was removed from depth of 178 ft and replaced with new screen and casing, increasing delivery 50%.
Public water supply for Massillon is taken from twelve 6-in. sandrock wells averaging 150 ft in depth, producing 1 mgd, and two gravel wells, one 178 ft deep with tested capacity of 3 mgd and other 158 ft deep with tested capacity of 4 mgd; article explains how corroded 12-in. screen was removed from depth of 178 ft and replaced with new screen and casing, increasing delivery 50%.
Rehabilitating gravel well
Pub Works
Ulrich, A.A. (author)
Public Works ; 75
1944
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
REHABILITATING SHEET ASSEMBLY AND PIPE REHABILITATING METHOD
European Patent Office | 2022
|REHABILITATING SHEET ASSEMBLY AND PIPE REHABILITATING METHOD
European Patent Office | 2023
REHABILITATING SHEET FIXTURE AND PIPE REHABILITATING METHOD
European Patent Office | 2023
|Rehabilitating concrete viaduct
Engineering Index Backfile | 1954
|British Library Online Contents | 2007
|