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<br />WI _ ROC DBAD WAD <br />\\12 0::> ROC DBAD LOAD BBLOW CAP <br />Wl _ CAP DHAD I..oAD <br />W4 .. D.S. P....CB BARTH LOAD <br />W5... Sll...T lDAD ON U.s. PACB <br />W6 ~ M15CBLLAN11OUS DIIAD LOADS <br />W1 .. MISCBLLANBOUS DBAD LOADS <br />lit ..HORIZONTAL RARTHQUAKB LOAD <br />VI_VBRTICALBARTHQUAKBLOAD <br />H2 - HYDROSTATIC HORUON'TAL PRESSURE <br />In .. U.I. HORIZONTAL BARTII PRESSURB <br />H. -1'AILWA1'BR roRCB <br />IU - DOWNS'I'IIIlAM BARTII PRI!SSURB <br />116 - ICE LOAD <br />UU = IIYDROS1'ATIC1'AILWATIlR PRlISSURB <br />UD _ D.S. 1I0RIZON'TAL MRTII PRESSURE <br />U -T01'ALINDROS1'A'TICuPL/F'I' <br />UUS .. UPLlFl' PRESSURE AT U.S. TOB <br />UDS .. UPLIFT PRBSSURB AT D.S. l'OB <br />XI - HORJZON'TAL MOMBN1' ARM <br />YI _ VERTICAL MOMENT ARM <br /> <br />I <br /> <br />I <br /> <br />Rce DAM STABILITY <br /> <br />PROJBCT: PBTERSON DAM" <br /> <br />I <br /> <br />INPU'T I <br /> <br />I <br /> <br />UPSTRBAM PACS SLOPH <br />DOWNSTREAM PACE SLOPB <br />lOP CAP SIZB (W:dl) <br />DEml TO BASE (BELOW CAp) <br />u.s. HYDROSTATIC HBAD <br />TAll,WATDRDBPTH <br />U.S. BARTII OR SILT DBPTH <br />0.5. B....Rlll DEPTII <br />Rre UHrr WBlOHT <br />UNIT WBIGlffOP WATBR <br />UNIT WBlGlrT OF SOIL <br />U.S. BARTII PRBSSURS roBFP. <br />D S. E....RTII PRESSURE OOEFP, <br />HOIlIZ. BARTIlQUAKE ooaPF. <br />VllR1'. EAIlTIlQUA/<B OOIll'F. <br />ICBW....O <br />SLIDING PRIcnON @ FND. <br />SLIDING conESION @ FND. <br />SLIDING PRlcnON IN RCC <br />SI.IDINO rollESION @ flOC <br />OONCRETB OOMP. STIlBNGTII <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />CASB: UNUSUAL <br /> <br />DATU: 01/01193 <br /> <br />1UP ELBV. - <br />BAse m..DV. ... <br />WATER ELSVATION - <br />o <br />0.6' <br />18.! X <br />,..~ <br />6. <br />S <br />2S <br />o <br />\SO <br />62.4 <br />IB <br />o.~ <br />I <br />. <br />. <br />I. <br />.. <br />2.500 <br />.. <br />2. <br />2000 <br /> <br />94'S.'0 <br />9432.00 <br />9500.00 <br /> <br />. <br /> <br />TRIAL: <br /> <br />2 <br /> <br />STA Ii 2.5 <br />IlXI1!ND BASE; NO E.....1'1I @ TOE <br />SPR.LWAY BASS <br /> <br />HIoV <br />JlloV <br />FEET <br />FEET <br />PEST <br />PERT <br />FEB1' <br />PIlE1' <br />pcp <br />pcp <br />PCP <br /> <br />KLP <br />DBOIl1lES <br />PSP <br />DEGREES <br />PSI <br />PSI <br /> <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br /> <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />KIPS <br />FEET <br />PBBT <br />