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A platform for research: civil engineering, architecture and urbanism
Design and construction of perry barr service reservoir
Concrete reservoir at top water level is 488 × 344 ft; lower course of floor is of plain concrete 4 in. thick; upper course is of reinforced concrete 6 in. thick; walls are of concrete gravity type; roof supported on reinforced concrete columns, spaced at 16-ft centers, is of flat slab type; data on valves and pipes; results of loading tests.
Design and construction of perry barr service reservoir
Concrete reservoir at top water level is 488 × 344 ft; lower course of floor is of plain concrete 4 in. thick; upper course is of reinforced concrete 6 in. thick; walls are of concrete gravity type; roof supported on reinforced concrete columns, spaced at 16-ft centers, is of flat slab type; data on valves and pipes; results of loading tests.
Design and construction of perry barr service reservoir
New England Water Works Assn -- J
Risbridger, C.A. (author)
1949
34 pages
2 Supp plates
Article (Journal)
English
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