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The Rapid Drawdown case models a situation where the water inside of the reservoir is drawn <br />down faster than the pore pressure in the dam embankment and overburden layers can dissipate. <br />To simulate this condition, we adjusted the model removing the water from the reservoir, but <br />keeping the phreatic surface high in the embankment. <br />An "End of Construction" case was also analyzed. During construction, the weight of new <br />,1..,4 mill nrantpc A c11rr-Unr[io n7 tho fnnn??tinn cnilo M;L. of+.K.l?nrrru;nnrvnooo t1.n?nr?a_ss»tar