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<br />1 <br />1 <br />1 <br />1 <br />I' <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br /> <br />Parameter <br /> <br />Concrete unit <br />weight <br /> <br />Modulus of Elas- <br />ticity of concrete <br />(sustai ned) <br /> <br />Modulus of Deformation <br />of rock mass <br /> <br />Poissons ratio of <br />concrete and rock <br /> <br />Coefficient of thermal <br />expansion of concrete <br /> <br />Dam thickness <br /> <br />Concrete temperatures <br />of top arch at time of <br />loading condition <br /> <br />Concrete temperature <br />when dam built <br /> <br />. .}~;.-' <br /> <br />TABLE IV <br />INPUT PARAMETERS FOR <br />ADSAS STUDIES <br /> <br />~ ., <br />" <br /> <br />'. <br /> <br />Existing Dam <br /> <br />R~paired Dam <br /> <br />143 pcf <br /> <br />143 pcf <br /> <br />1.5 x 106 <br /> <br />2.5 x 106 psi <br /> <br />1.0 x 106 psi <br /> <br />1.0 x 106 psi <br /> <br />0.2 <br /> <br />0.2 <br /> <br />.0000056 per F 0 <br /> <br />.0000056 pe r F 0 <br /> <br />Original thickness <br />minus deterioration <br />shown on figures 7 <br />and 8 <br /> <br />Original thickness <br />plus 18 inches <br /> <br />May 15 42.6 FO <br /> <br />June 14 46.6 FO <br /> <br />Minimum 22.7 FO <br /> <br />M i n i mum 26. 3 F 0 <br /> <br />40.0 F 0 <br /> <br />40.0 F 0 <br /> <br />-20- <br />