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<br /> <br />, <br /> <br />CORPS OF ENGINEERS <br /> <br />" <br /> <br />~ <br />1,12 <br /> <br /> <br />i <br />1 <br /> <br />4 <br />4 <br />1.16 <br /> <br />MAT~RIAL <br />R~_ <br />Fcuhdo/;pn <br /> <br />I NORMAL FORGES <br /> <br />I <br />. <br />1,13 <br /> <br />AREA SF <br />2" <br />. <br />1000 <br /> <br />WEIGHT PCF <br />". <br />79.5 <br />19.5 <br /> <br />MATERIAL <br />Rqtit/<1m (opt) <br />/WIdl1hI ($UbI <br />RwndttIiDn($IJb) <br /> <br />U.S. ARMY <br /> <br />SOIL'i;oNSTANTS FOR STABILITY ANALYSIS <br /> <br />~ ANGLE- OF C COHESION UNIT WEIGHTS <br />INTERNAL FiRICTION PSF OPTIMUM SUBMERGED <br />20'/ 500 138 79.5 <br />20~- - 500 138 79.5 <br /> <br />PCF <br />SATURATED <br />142 <br />142 <br /> <br />)<. <br /> <br />2 <br />. <br />1.52 <br /> <br /> <br />I NORMAL FORGES <br /> <br />tN LaS <br /> <br />tN TAN 0 <br /> <br />AREA SF <br />5456 <br /> <br />MATERIAL <br />RandDm (oPt) <br /> <br />WEIGHT PCF <br />". <br /> <br />N LBS <br />752928 <br /> <br />IN LBS <br /> <br />IN . N0 <br /> <br />4 <br />. <br />1.48 <br /> <br /> <br />752 928 <br /> <br />"""54 <br /> <br />182242 <br /> <br />I TANGENTIAL FORGES <br /> <br />AREA SF MATERIAl. WEIGHtPCf' T LBS <br />320 HtUldrim (tJPf) 138 t 44 t$O <br />1732 Rtfm/()m (,(1/) 142 t 245 <br />88 RqntkJm ($f1/ J 142 - 12 496 <br />84 Foundolion ('lib) 79.5 - 6,678 <br />84 Fi1tnItk1liDn ($lJb) 79.5 + 6678 <br />I:T= 277,608 <br /> <br />I TANGENTIAL FORCES <br /> <br />AREA SF MATERIAL WEIGHT PCF T LBS <br />2. 52 Rondom (oP!) 138 +283 L76 <br />IIZ Random (oPf/ L38 -15,456 <br />I:T; 267720 <br /> <br />'tC=233X500= 116,SOOLBS <br /> <br />'tc" 253 x 500 = 126.500LBS <br /> <br />"'. <br />., <br />., <br />.ik"l <br /> <br />F$sJ.:Nkln0tt.c ~ 182.242+'26.500 <br />l:T - 2'77;608 <br />~ FS=I.11 <br />. RQf1dom im---..... <br />~/('s'm, 9~~~__ <br />~/)' g"/,,,II)'-", <br />IQHJ"~.~_ <br />'):51141' <br /> <br />3 <br />, r-=:::i <br /> <br /> <br />ASIlltnN SOfllf()tiD/l-'in, <br /> <br />MAXIMUM EMBANKMENT SECTION <br /> <br />. of N _PONEN~ OF <br />~I,OO~o'f{}fJflikltitm(SlJb} <br /> <br /> <br />, <br /> <br />SCALE IN FEET <br />" " <br /> <br />" <br /> <br />~ <br /> <br />~'i.~1'S- <br />"cQ!! <br />Of <br />Cu~'4~ <br /> <br />. <br /> <br />_N <br /> <br />!:E <br /> <br /> <br />4,888'" M[""m ('''''I <br /> <br />DIAGRAM OF RESISTING FORCES N <br /> <br />CURVE OF T COMPONENTS OF FOUNDATION <br />, I " ~ .- <br />~411'f(}Ul1f/Q'ion(SlIb) (-) FORCES C+) FORCES 84 '1:!:r <br />f ' <br />88D'J't1I1dQm (SQI) CU~ <br /> <br />-) FORCES <br /> <br /> <br />_RS"tILNO <br /> <br />'73 <br /> <br /> <br />+ FORGES <br /> <br />DIAGRAM OF DRIV.ING FORCES T <br /> <br />UPSTREAM SLOPE <br /> <br />MAX W S EL. 6215.0 <br />SPILLWAY'CREST EL6211.0 <br /> <br />',;8 <br />,x <br />;~( <br />M <br />:f:fi <br /> <br />-', <br />\ <br />Assumed SOfuf()liM lirn'~ <br />, <br />, <br /> <br />FS- I:Ntan0+'tC=274066+116.500 <br />.E T- 267,720 <br />FS=1.46 <br /> <br />~xISfinflflnJur>dsuJ'~ <br />------':;:::::SiIfY flJ'OyellysomJ <br />MbeJ'emQyed-.......... <br />'/Shole <br /> <br />MAXIM.' <br /> <br />EMBANKMENT SECTION <br /> <br />, <br /> <br />SCALE IN FEET <br />20 40 <br /> <br />."J <br /> <br />" <br /> <br />~~"'~ <br /> <br />f " <br /> <br />,.~ONE.NT5 - R ST AND <br /> <br />Ai <br />., <br />,~~* <br />y <br />.~~ <br /> <br />'j <br /> <br /> <br />5,060DrOhdom (opf) <br /> <br />""~ll <br />I <br />,'1 <br /> <br />DIAGRAM OF RESISTING FORCES N <br /> <br />. <br /> <br /> <br />CURVE F T <br />COMPON . . <br />ENrs_ <br /> <br /> <br />112t1',ondom (tJpf) <br /> <br />ARKANSAS R WATERSHED PURGATOIRE R, COLO <br />PINON CANON DAM <br />STABILITY ANALYSIS <br /> <br />2,o52D'J'I.JfId<1m(opf) <br /> <br />I +) FORCES 1 <br />DIAGRAM OF DRIVING FORCES T <br /> <br />(-) FORCES <br /> <br />SCALE AS SHOWN <br /> <br />DOWNSTREAM SLOPE <br /> <br />ALBUQUERQUE DISTRICT, ALBUIoIUEROUE N M <br /> <br />TO ACCOMPANY PROJECT REPORT DATED FILE NO. <br />OCTOBER 1951.REV1SED SEPTEMBER 1952 ARTR-DP - B <br />