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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />10.1.2 <br />10. 1.3 <br />10.1.4 <br /> <br />10.1.5 <br />10.1.6 <br /> <br />TABLE OF eONTENTS <br />(eONTINUED) <br /> <br />10.1.1.1 <br />10.1.1.2 <br />10.1.1.3 <br /> <br />erest Width ........................ <br />Crest Slope and eamber . . . . . . . . . . . . . . . . . <br />Crest Surfacing ...................... <br /> <br />Freeboard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />Embankment Slope Design . . . . . . . . . . . . . . . . . . . . <br />Embankment Zonation ...................... <br /> <br />10.1.4.1 <br />10.1.4.2 <br />10.1.4.3 <br />10.1.4.4 <br /> <br />Upstream Slope Protection ............... <br />Downstream Slope Protection ............. <br />Embankment Fill ......... . . . . . . . . . . . . <br />ehimney Drain and Seepage Diaphragm . . . . . . . <br /> <br />Evaluation of Phreatic Surface ................. <br />Embankment Stability . . . .. . . . . . . . . . . . . . . . . . . <br /> <br />10.2 Foundation Design Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />10.2.1 <br />10.2.2 <br />10.2.3 <br /> <br />Foundation Preparation . . . . . . . . . . . . . . . . . . . . . . <br />Cutoff Trench ........................... <br /> <br />Grouting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />10.3 Spillway Design Details .............................. <br /> <br />10.3.1 <br />10.3.2 <br />10.3.3 <br /> <br />10.3.4 <br />10.3.5 <br />10.3.6 <br /> <br />General ............................... <br />Operational Strategy . . . . . . . . . . . . . . . . . . . . . . . . <br />Selection and Evaluation of the Inflow Design Flood . . . . <br /> <br />10.3.3.1 <br />10.3.3.2 <br /> <br />Selection of the Inflow Design Flood . . . . . . . . . <br />IDF Routing Analyses . . . . . . . . . . . . . . . . . . <br /> <br />Spillway Transition ........................ <br />Spillway ehannel ......................... <br />Spillway Overfall ......................... <br /> <br />10.4 Outlet Works Design ................................ <br /> <br />10.4.1 <br />10.4.2 <br />10.4.3 <br />10.4.4 <br /> <br />General ............................... <br />Outlet Works System Discharge Capacity . . . . . . . . . . . <br /> <br />Intake Structure .......................... <br />Outlet eonduit ........................... <br /> <br />29 <br />29 <br />30 <br /> <br />30 <br />31 <br />31 <br /> <br />31 <br />32 <br />32 <br />32 <br /> <br />32 <br />33 <br /> <br />34 <br /> <br />34 <br />35 <br />35 <br /> <br />35 <br /> <br />35 <br />35 <br />36 <br /> <br />36 <br />36 <br /> <br />37 <br />37 <br />37 <br /> <br />38 <br /> <br />38 <br />38 <br />38 <br />39 <br />