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<br />04S4 <br /> <br />Paragraph <br /> <br />1-01 <br /> <br />2-01 <br />2-02 <br />2-03 <br />2-04 <br />2-05 <br /> <br />3-01 <br />3-02 <br />3-03 <br />3-04 <br /> <br />4-01 <br />4-02 <br />4-03 <br />4-04 <br /> <br />~ <br />1 <br /> <br />. <br /> <br />PROJECT REPORT <br />.ON <br />PINON CAtroN DAM <br />TRIN:tIJAtl;' GOUlRADO <br /> <br />APPENIlIX,'U <br />BASIS OF DESIGN <br /> <br />TABLE ;OF CONTI!:NI'S <br /> <br />I .,. INTRODUCTION <br /> <br />Purpose and scope <br /> <br />II - EMBA~~NT DESIGN <br /> <br />Soils investigations <br />Fo!lridation.. conditions <br />Data fm' stllbil:i;ty' anal;y'$es. . <br />AnBlysels of embankment stability <br />C6ncltiSionS' <br /> <br />Ii! ~ HYPRAULIC DI!:SIGN <br /> <br />Hydraulic requirements <br />Outlet works <br />Outlet works stilling basin <br />Spillway . <br /> <br />IV - STRUCTURAL DESIPN <br /> <br />General <br />Conduit <br />Spillway wall <br />Weir, inlet, outlet and. miscellaneous <br /> <br />TABLE <br /> <br />Title <br />- <br /> <br />Results of laboratory tests .,. soils <br />investigation <br /> <br />I <br /> <br />Page <br />---- <br /> <br /> <br />1 <br /> <br />1 <br />1 <br />2 <br />2 <br />2 <br /> <br />3 <br />3 <br />4 <br />5 <br /> <br />6 <br />6 <br />6 <br />structures 6 <br />