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Design, construction, and maintenance of service reservoirs
Walls are mainly of mass or reinforced concrete; roofs are cast in situ; precasting is not economical; concrete or aluminum domes are used sometimes for architectural reasons; methods of construction are discussed; rectangular and circular forms; design considerations; varying loads on walls and floor by fluctuating water level; determination of depth; inlet and outlet pipes, valve wells, and valve houses. (See also - discussion p 40-70)
Design, construction, and maintenance of service reservoirs
Walls are mainly of mass or reinforced concrete; roofs are cast in situ; precasting is not economical; concrete or aluminum domes are used sometimes for architectural reasons; methods of construction are discussed; rectangular and circular forms; design considerations; varying loads on walls and floor by fluctuating water level; determination of depth; inlet and outlet pipes, valve wells, and valve houses. (See also - discussion p 40-70)
Design, construction, and maintenance of service reservoirs
Instn Water Engrs -- J
Tattersall, F. (author)
1959
20 pages
Article (Journal)
English
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