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1182 R. C. BENMIR Jomv.AWhVA <br />the opportunity to satisfy public de- <br />mand for pleasing designs of above- <br />ground concrete reservoirs. He can <br />also develop economical designs of un- <br />derground reservoirs, which, by virtue <br />of being underground, permit the space <br />above the reservoirs to be used for <br />parking lots, playgrounds, parks, and <br />service yards. Figures 1 and 2 are <br />examples of such uses. <br />Nouprestressed circular reservoirs <br />require a relatively thick wall and are <br />more expensive than prestressed res- <br />ervoirs. There has been a trend since <br />the end of World War II toward con - <br />Prestressed concrete reserovirs using <br />embedded tubes or paper sheathing en- <br />closing post -tensioning cables are built <br />occasionally, If precautions 1-4 rec- <br />ommended below for prestressed wire - <br />wrapped reservoirs are followed, this <br />type of construction should be satis- <br />factory, provided the cables are care- <br />fully installed in a horizontal position <br />and, after post -tensioning the cables, <br />the tubes, if used, are completely filled <br />with grout. <br />Prestressed concrete reservoirs using <br />wire -wrapping as the post -tensioning <br />element have been used extensively, <br />Fig. 1. Civic Center Reservoir, Vernon, Calif, <br />The surface above this 10-mil-gal reservoir is used for a two -level parking lot. <br />ventional rectangular designs and cir- <br />cular prestressed structures. <br />Although many prestressed concrete <br />reservoirs are still being built, they <br />have become less popular in some areas <br />in recent years because of difficulties <br />experienced with corrosion of the pre- <br />stressing elements. If careful attention <br />is given to design and construction de- <br />tails, a satisfactory structure should re- <br />sult; however, some engineers feel that <br />there exists an inherent element of un- <br />certainty about the quality of construc- <br />tion that may be achieved even under <br />close supervision. <br />but many existing reservoirs of this <br />type have developed serious mainte- <br />nance problems. The most common of <br />these problems is lack of bond between <br />the core -wall and the pneumatically ap- <br />plied mortar used to protect the wire - <br />wrapping, and cracking of the mortar <br />where the wall is exposed to the <br />weather. As the mortar is relatively <br />thin, it tends to dry out and crack, <br />thus permitting atmospheric corrosion <br />of the wire -wrap. If the structure is <br />buried, this particular problem is <br />largely eliminated. Buried reservoirs <br />RICHARD BRADY & ASSOCIATES, INC. F-51 <br />