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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 1 of 137
_________________________
INTERIM REPORT
__________________________
RISK ASSESSMENT OF FLOWLINE RIVER CROSSINGINSTALLATION (PHASE II) AND FREE SPAN ANALYSIS OF
VICO INDONESIA EAST KALIMANTAN
00 15 Apr! "01# ISSUED FOR REVIEW LPPM ITS K$A%MA%DN%KS
REV. REV. DATE DESCRIPTION PREPARED BY CHECKED BYAPPROVED
BY
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 2 of 137
REVISION MODIFICATION LOG
R!"#"o$
S%&"o$
D#%'"&"o$
00 & I'r* F'+! Rp,r
TABLE OF CONTENT
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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TABLE OF CONTENTS......................................................................................3
LIST OF FIGURES...........................................................................................5
LIST OF TABLES.............................................................................................7
1. INTRODUCTION........................................................................................9
1.1. BACKGROUND...........................................................................................................91.2. OBJECTIVES...............................................................................................................91.3. OBJECT AND SCOPE OF WORK ....................................................................................101.4. RISK MEASURES AND CODES......................................................................................131.5. LIST OF ABBREVIATIONS............................................................................................14
2. REFERENCES..........................................................................................15
3. FACILITY AND ENVIRONMENTAL DATA......................................................16
3.1. PIPELINE DATA.........................................................................................................163.2. BASIS DATA............................................................................................................163.3. PIPELINE UTM COORDINATE.......................................................................................13.4. BAT!"METR" AND RIVERBED PROFILE...........................................................................19
4. HAZARD SCREENING IDENTIFICATION....................................................23
4.1. PIPELINE ROUTE.......................................................................................................234.2. !A#ARD COMPATIBILIT".............................................................................................24
5. METHODOLOGY......................................................................................25
5.1. RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION.......................................255.2. FREE SPAN ANAL"SIS................................................................................................34
5.3. S TABILIT" AND SOIL SETTLEMENT ANAL"SIS...................................................................41
6. RIS! ASSESSMENT..................................................................................44
6.1. FRE$UENC" ANAL"SIS...............................................................................................446.2. CONSE$UENCE ANAL"SIS...........................................................................................36.3. RISK MATRI%...........................................................................................................&0
7. RIVER BED STABILITY ANALYSIS..............................................................."3
.1. PROJECT OVERVIEW..................................................................................................&3.2. OBJECTIVES.............................................................................................................&3.3. SCOPE OF WORK .....................................................................................................&3.4. INTRODUCTOR" REMARKS..........................................................................................&4
.5. DATA SET FOR ANAL"SIS............................................................................................9&". FREE S#AN ANALYSIS..............................................................................99
&.1. GENERAL.............................................................................................................. 112&.2. ENGINEERING RE$UIREMENTS...................................................................................114&.3. CONSTRUCTION RE$UIREMENTS................................................................................114&.4. !ANDLING' !AULING' S TORAGE AND TRANSPORTATION OF RE$UIRED MATERIAL AND E$UIPMENT
115&.5. GROUTBAGS INSTALLATION AND AC!OR RELEASE WORK ................................................115&.6. DAIL" REPORTS......................................................................................................120&.. CLEAN(UP' RESTORATION AND DISPOSAL OF SURPLUS MATERAILS...................................120&.&. APPLICABLE RULES AND REGULATIONS.......................................................................121&.9. GROUTBAGS S TABILIT"............................................................................................121
9. #I#ELINE STABILITY ANALYSIS...............................................................123
9.1. VERTICAL S TABILIT" ANLA"SIS...................................................................................124
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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9.2. LATERAL S TABILIT" ANLA"SIS....................................................................................129.3. BUCKLING ANLA"SIS................................................................................................133
1$. CONCLUSION.....................................................................................13"
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AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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LIST OF FIG+R
"
FIGURE 3.1 RIVERBED PROFILE OF DAPUR 12) CROSSING...........................................................19FIGURE 3.2 RIVERBED PROFILE OF DAPUR 1&) CROSSING...........................................................20FIGURE 3.3 RIVERBED PROFILE OF DAPUR 20) CROSSING...........................................................20FIGURE 3.4 RIVERBED PROFILE OF DAPUR 24) CROSSING...........................................................20FIGURE 3.5 RIVERBED PROFILE OF BALOK 12) CROSSING............................................................21FIGURE 3.6 RIVERBED PROFILE OF BALOK 20) * 24) CROSSINGS................................................21FIGURE 3. RIVERBED PROFILE OF BULU 12) CROSSING.............................................................21FIGURE 3.& RIVERBED PROFILE OF BULU 24) CROSSING.............................................................21FIGURE 3.9 RIVERBED PROFILE OF BULU 1&) CROSSING.............................................................21FIGURE 3.10 RIVERBED PROFILE OF BULU 20) CROSSING...........................................................22
FIGURE 5.1 PIPELINE RISK ASSESSMENT MET!ODOLOG"................................................................25FIGURE 5.2 RISK MATRI% ACCORDING TO DNV(RP(F10.............................................................26FIGURE 5.3 EVENT TREE ANAL"SIS...........................................................................................2FIGURE 5.4 DROPPED ANC!OR IMPACT DIAGRAM........................................................................29FIGURE 5.5 CAD# AREA.......................................................................................................30FIGURE 5.6 S TRESSES AT A TRAWL LINE SEGMENT IN SOIL............................................................31FIGURE 5. ACTING FORCES ON VESSEL SINKING........................................................................32FIGURE 5.& OVERVIEW OF MAIN COMPONENTS IN A FREE SPAN ASSESSMENT....................................34FIGURE 5.- FLOW CHART FOR FREE SPAN DESIGN........................................................................35FIGURE 5.10 FLOW C!ART OVER DESIGN C!ECKS FOR A FREE SPAN...............................................36FIGURE 5.11 VELOCIT" FOR ONSET OF MOTION..........................................................................40FIGURE 5.12 SOIL SETTLEMENT ANAL"SIS PROCESS.....................................................................43
FIGURE 6.1 DROP ANC!OR EVENT TREE OF VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR RIVER
.................................................................................................................................. 4FIGURE 6.2 DRAGGED ANC!OR EVENT TREE OF VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR RIVER.......................................................................................................................... 56
FIGURE 6.3 S!IP SINKING EVENT TREE OF VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR RIVER.................................................................................................................................. 65
FIGURE 6.4 RISK MATRI% DUE TO DROPPED ANC!OR VESSEL GROUP C TO CROSSING 12) FLOWLINE AT DAPUR RIVER................................................................................................................&1
FIGURE 6.5 RISK MATRI% DUE TO S!IP SINKING VESSEL GROUP C TO CROSSING 12) FLOWLINE AT DAPUR RIVER................................................................................................................&1
FIGURE 6.6 RISK PROFILE OF ALL CROSSING FLOWLINE DUE TO DROPPED ANC!OR..........................&1FIGURE 6. RISK PROFILE OF ALL CROSSING FLOWLINE DUE TO DRAGGED ANC!OR..........................&2FIGURE 6.& RISK PROFILE OF ALL CROSSING FLOWLINE DUE TO S!IP SINKING.................................&2
FIGURE .1 SIMPLIFIED FIGURE S!OWN RIVER BED INSTABILIT" DUE TO INCREASING PORE(WATER PRESSURE.....................................................................................................................&4
FIGURE .2 DEFINITION OF RIVER FLOW AND BED INTERACTION....................................................&5FIGURE .3 SOIL BE!AVIOR CLASSIFICATION C!ART BASED ON NORMALISED CPT+ CPTU DATA
,ROBERTSON' 1990-......................................................................................................&9FIGURE .4 SOIL UNIT WEIG!T FROM CPTU RESULTS ,LARSSON AND MULABDIC' 1991-..................90FIGURE .5 EFFECT OF SAND COMPRESSIBILIT" ON $C DR RELATION...........................................92FIGURE .6 RELATIONS!IPS BETWEEN / DR ,SC!MERTMAN' 19&-..........................................92FIGURE . EVALUATION OF "OUNG/S MODULUS FROM CPT FOR SILICA SAND ,BELLOTTI ET AL' 19&9S-
.................................................................................................................................. 93FIGURE .& ! JULSTRM DIAGRAM...........................................................................................94FIGURE .9 ! JULSTRM DIAGRAM S!OWING BED LOAD TRANSPORTATION.......................................95FIGURE .10 A COMPARISON BETWEEN T!E ! JULSTRM CURVE AND T!E S!IELDS CURVE..................95
FIGURE .11 T!E MOOD" DIAGRAM DETERMINED WIT! T!E SWAMEE JAIN E$UATION........................9
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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FIGURE &.1 FLOWC!ART OF CALCULATION PROCESS TO DETERMINE MA%IMUM ALLOWABLE FREE SPAN LENGT!........................................................................................................................ 99
FIGURE &.2 RISK PRIORIT" RANKING PROCESS FLOWC!ART........................................................100
FIGURE &.3 ROCK DUMPING FOR UNDER WATER PIPELINE..........................................................110FIGURE &.4 GROUT BAGS FOR UNDER WATER PIPELINE.............................................................110FIGURE &.5 E%AMPLE OF GROUTBAGS DIMENSION ,FSPS60+150-.............................................121
FIGURE 9.1 LATERAL S TABILIT" ANAL"SIS................................................................................12&FIGURE 9. 2 RIVERBED PROFILE OF BALOK 20) * 24) CROSSINGS.............................................132FIGURE 9. 3 RIVERBED PROFILE OF BULU 24) CROSSING..........................................................132FIGURE 9. 4 RIVERBED PROFILE OF BULU 20) CROSSING..........................................................132FIGURE 9. 5 DISTRIBUTED PRESSURE CURRENT LOAD...............................................................134
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LIST OF TABL
TABLE 1.1 SCOPE OF T!IS STUD"............................................................................................10
" TABLE 3.1 PIPELINE DATA......................................................................................................16 TABLE 3.2 PIPELINE BASIS DATA.............................................................................................16 TABLE 3.3 UTM COORDINATE OF DAPUR FLOWLINE RIVER CROSSING............................................1 TABLE 3.4 UTM COORDINATE OF BALOK FLOWLINE RIVER CROSSING............................................1 TABLE 3.5 UTM COORDINATE OF BULU FLOWLINE RIVER CROSSING..............................................1&
TABLE 4.1 POSSIBLE !A#ARD TO T!E PIPELINE..........................................................................23 TABLE 4.2 POTENTIAL CONSE$UENCE TO T!E PIPELINE...............................................................23 TABLE 4.3 $UALITATIVE T!REAT SCREENING FOR PIPELINE...........................................................24 TABLE 4.4 !A#ARD COMPATIBILIT"..........................................................................................24
TABLE 5.1 FRE$UENC" RANKING ACCORDING TO DNV(RP(F10..................................................26 TABLE 5.2 CONSE$UENCE RANKING ACCORDING TO DNV(RP(F10..............................................26 TABLE 5.3 DRAG COEFFICIENT................................................................................................30 TABLE 5.4 FRICTION COEFFICIENT...........................................................................................31 TABLE 5.5 CONSTANTS BASED ON FOUNDATION S!APE................................................................43
TABLE 6.1 DATA FOR BASE CASE FRE$UENC"...........................................................................44 TABLE 6.2 DISTANCE BETWEEN FLOWLINES AT DAPUR RIVER........................................................45 TABLE 6.3 DISTANCE BETWEEN FLOWLINES AT BALOK RIVER........................................................45 TABLE 6.4 DISTANCE BETWEEN FLOWLINES AT BULU RIVER..........................................................45 TABLE 6.5 DISTANCE BETWEEN FLOWLINES AT TIRAM RIVER.........................................................45 TABLE 6.6 DISTANCE BETWEEN FLOWLINES AT MANIS RIVER.........................................................46 TABLE 6. FRE$UENC" OF DROPPED ANC!OR VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR
RIVER.......................................................................................................................... 46 TABLE 6.& SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT DAPUR RIVER.......4& TABLE 6.9 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BALOK RIVER.......49 TABLE 6.10 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER.......50 TABLE 6.11 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER
CONT/D........................................................................................................................ 51 TABLE 6.12 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT TIRAM RIVER......52 TABLE 6.13 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER.....53 TABLE 6.14 SUMMAR" OF DROPPED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER
CONT/D........................................................................................................................ 54 TABLE 6.15 FRE$UENC" OF DRAGGED ANC!OR VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR
RIVER.......................................................................................................................... 55 TABLE 6.16 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT DAPUR RIVER....5
TABLE 6.1 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BALOK RIVER.....5& TABLE 6.1& SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER......59 TABLE 6.19 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER
CONT/D........................................................................................................................ 60 TABLE 6.20 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT TIRAM RIVER.....61 TABLE 6.21 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER.....62 TABLE 6.22 SUMMAR" OF DRAGGED ANC!OR ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER
CONT/D........................................................................................................................ 63 TABLE 6.23 FRE$UENC" OF S!IP SINKING VESSEL GROUP A TO CROSSING FLOWLINE AT DAPUR RIVER64 TABLE 6.24 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT DAPUR RIVER............66 TABLE 6.25 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT BALOK RIVER............6 TABLE 6.26 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER..............6& TABLE 6.2 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT BULU RIVER CONT/D 69
TABLE 6.2& SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT TIRAM RIVER.............0 TABLE 6.29 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER............1
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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TABLE 6.30 SUMMAR" OF S!IP SINKING ANAL"SIS FOR CROSSING FLOWLINE AT MANIS RIVER CONT/D.................................................................................................................................. 2
TABLE 6.31 CONSE$UENCE ANAL"SIS OF DROPPED ANC!OR ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER..............................................................................................3 TABLE 6.32 CONSE$UENCE ANAL"SIS OF DROPPED ANC!OR ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER ( CONTINUED............................................................................4 TABLE 6.33 CONSE$UENCE ANAL"SIS OF DRAGGED ANC!OR ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER..............................................................................................5 TABLE 6.34 CONSE$UENCE ANAL"SIS OF DRAGGED ANC!OR ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER ( CONTINUED............................................................................6 TABLE 6.35 CONSE$UENCE ANAL"SIS OF S!IP SINKING ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER.............................................................................................. TABLE 6.36 CONSE$UENCE ANAL"SIS OF S!IP SINKING ,VESSEL GROUP A- FOR CROSSING 12)
FLOWLINE AT DAPUR RIVER ( CONTINUED............................................................................& TABLE 6.3 SUMMAR" ON CONSE$UENCE ANAL"SIS FOR 12) FLOWLINE.........................................9 TABLE 6.3& SUMMAR" ON CONSE$UENCE ANAL"SIS OF DROPPED ANC!OR.....................................9
TABLE 6.39 SUMMAR" ON CONSE$UENCE ANAL"SIS OF DRAGGED ANC!OR.....................................&0 TABLE 6.40 SUMMAR" ON CONSE$UENCE ANAL"SIS OF S!IP SINKING............................................&0
TABLE . 1 ESTIMATION OF CONSTRAINED MODULUS M' FOR CLA" ,MITC!ELL AND GARDNER' 195-. 91 TABLE . 2 ESTIMATION OF SOIL PERMEABILIT" ,K - FROM SOIL BE!AVIOR C!ART ,FIGURE .3- B"
ROBERTSON ET AL' 19&6................................................................................................91
TABLE &.1 TIRAM CROSSING GAS PIPELINE 6) DATA.................................................................101 TABLE &.2 TIRAM CROSSING GAS PIPELINE 6) OPERATIONAL DATA..............................................101 TABLE &.3 TIRAM CROSSING GAS PIPELINE 6) COATING DATA....................................................101 TABLE &.4 TIRAM RIVER GAS PIPELINE 6) FREE SPAN CONDITION...............................................102 TABLE &.5 WORKS!EET FOR 6) GAS FLOWLINE AT TIRAM RIVER..................................................102 TABLE &.6 SUMMAR" OF FREE SPAN ANAL"SIS TIRAM RIVER CROSSINGS.......................................106 TABLE &. SUMMAR" OF FREE SPAN ANAL"SIS BALOK 12) PIPELINE RIVER CROSSING.....................106 TABLE &.& SUMMAR" OF FREE SPAN ANAL"SIS BULU 12) PIPELINE RIVER CROSSING.......................10 TABLE &.9 SUMMAR" OF FREE SPAN ANAL"SIS BULU 1&) PIPELINE RIVER CROSSING.......................10 TABLE &.10 SUMMAR" OF FREE SPAN ANAL"SIS DAPUR 12) PIPELINE RIVER CROSSING..................10& TABLE &.11 SUMMAR" OF FREE SPAN ANAL"SIS DAPUR 1&) PIPELINE RIVER CROSSING..................10& TABLE &.12 SUMMAR" OF FREE SPAN ANAL"SIS DAPUR 20) PIPELINE RIVER CROSSING..................109 TABLE &.13 SUMMAR" OF FREE SPAN ANAL"SIS DAPUR 24) PIPELINE RIVER CROSSING..................109 TABLE &.14 GROUT BAGS SPECIFICATION...............................................................................111 TABLE &.15 COMPARISON BETWEEN ROCK DUMPING AND GROUTBAGS.........................................112 TABLE &.16 MA%IMUM ALLOWABLE CURRENT FOR GROUT BAGS SPECIFICATION..............................122
TABLE 9.1 PIPELINE AND SOIL DATA FOR ON(BOTTOM STABILIT" ANAL"SIS....................................123
TABLE 9.2 PIPELINE WEIG!T AT VARIOUS CONDITION ,OIL TRANSFER PIPELINE FOR E%AMPLE-..........124 TABLE 9.3 VERTICAL S TABILIT" ANAL"SIS ,A- ,OIL TRANSFER PIPELINE FOR E%AMPLE-.....................125 TABLE 9.4 VERTICAL S TABILIT" ANAL"SIS ,B- ,OIL TRANSFER PIPELINE FOR E%AMPLE-.....................126 TABLE 9.5 SUMMAR" FOR VERTICAL S TABILIT" ANAL"SIS............................................................12 TABLE 9.6 LATERAL S TABILIT" ANAL"SIS ,A-............................................................................129 TABLE 9. LATERAL S TABILIT" ANAL"SIS ,C-............................................................................131 TABLE 9. & SUMMAR" OF BUCKLING ANAL"SIS.........................................................................135
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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1. INTROD+CTION
1.1. B/%0'o$
VICO I','/+ ,pr+/ + Pr,,' S2+r'3 C,'r+ +r+ ,4 S+'3+ & S+'3+ PSC,' 2+!4 ,4 /!4 +' + '*r ,4 p+rp+'/ ' I','/+' 6,' V'r/. I,pr+/ /7' ,! +' 3+/ pr,'3 4!/ ,'/2,r ,4 E+/ K+!*+'+'8 I','/+8!,/ , M+2+9+* D!+. T2 +r $++98 N!+*8 P+*+3+'8 S*r+28 M+r+8$r+/8 +' L*p+9. T2 ,! +' 3+/ pr, +r pr,// ' 4,r *+' pr,,'p!+'/. T2 4r/ 7!,p*' ;+/ ' $++98 ' 1-
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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,'/@'/. T2/ 7+!/ +' ,*p+r ;2 +p+! r/9 rr+/ ' 2 DNV ,/.
U'r+9'3 ,'/@' +'+!// ,4 +2 2++r , r*' 2
*+3' ,4 2 r/9. A////'3 2 r/9/ ,*''3 ,2 2 ,'/@' +' 4r@'
+'+!// /'3 DNV&RP&F10< , r*' 4 2 r/9 / +p+!.4 I4 r/9/ +r ', ALARP8 2' pr,7'3 r,**'+,'/ ,' 2,; , r 2
r/9 , ALARP ,r +p+! !7!.
". T, pr4,r* r/9 +////*' ,4 4!,;!'/ + ;22 '4 +/ !9! ' 2 p,/,',4 r,//'3 2 r7r r+'/p,r+,' !+'/.
. T, pr4,r* r/9 +////*' ,4 4!,;!' + /7r+! r7r r,//'3/ +' pr,7r,**'+,' , *3+ 2 r/9 4 2 r/9 / '+p+! ,r ALARP.
#. T, +//// 2 /+! +'+!// +' /,! /!*' +'+!// ,4 2 4!,;!' ;2r/p , ,pr+,'+! ++ ,4 2 4!,;!' +' '7r,'*'+! ++ ' ;22 24!,;!' , !+.
5. T, +rr , 4r /p+' +'+!// ,4 2 4!,;!' +' , r,**' *3+,' ,r /+43+r/ , ,7r,* 2 /+,' 4 2 4r /p+' /.
. T, r,**' 2 / *2, ,4 2 4!,;!' pr,,' (4 r/9 / '+p+!)
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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I' G'r+!8 2 /,p/ ,4 2/ / +r:
1 R7; +' 7r4+,' ,4 ++/ r!+ ;2 2 p!+' ,4 4!,;!' r,: r+44 ,4
/2p/ +r,// 4!,;!' r,8 +2*r8 /2p /p4+,'8 ;+2r ,',' (;'+' rr')8 4!,;!' /p4+,'8 p!+' ,4 /2pp'3 !+' +r,' 2 r,.
" H++r '4+,' 4!,;!' ,pr+,' ,'/r'3 r+448 ;+2r +' ,2r +/p.
Dr*' pr,+! ,4 4!,;!' 4+!r +' / ,'/@'/ 4,r +2 /p42++r '4.
# R7; +p+' rr+ ,4 r/9 pr,4! *+r ;2 r4r' /+'+r DNV&RP&F10
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 12 of 137
U'r+9'3 + 4r@' +'+!// , r*' 2 !9!2,, ,4 4+!r /*+'3 2 2++r 4r@'/ ,4 ,rr' +' ,*''3 ;2 2,'/@'/. T2/ 7+!/ +' ,*p+r ;2 +p+! r/9 rr+ / '
2 DNV ,/.
# U'r+9'3 ,'/@' +'+!// ,4 +2 2++r , r*' 2 *+3' ,4 2 r/9. A////'3 2 r/9/ ,*''3 ,2 2 ,'/@' +' 4r@'+'+!// /'3 DNV&RP&F10< , r*' 4 2 r/9 / +p+!.
5 I4 r/9/ +r ', A/ L,; A/ R+/,'+! Pr++! (ALARP)8 2' pr,7'3r,**'+,'/ ,' 2,; , r 2 r/9 , ALARP ,r +p+! !7!.
PHASE28 Df"$ /$ "$&"f= /$= 9"&"/&"o$ /%&"o$ fo' /%< f"$ '"#0"$%:"$ %o$#"'/&"o$ &o & ":"$ 'o&%&"o$ "f '>"' /$ "!'%o99$/&"o$ of %o$&'o: 9/#'# &
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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00 15 Apr! "01# 13 of 137
PHASE8 E!/:/&"o$ of "9:9$& f' #/$ '%&"f"%/&"o$ 'o'/9 /$$';/&' ":"$ 'o&%&"o$ 'o'/9
P
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
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b !alam hal kedalaman dasar laut 13 (tiga belas) meter atau lebih maka pipa dapat diletakkan di dasar laut, serta dilengkapi dengan sistem pemberat agar pipa tidak tergeser atau berpindah.
c "etelah diselesaikannya penggelaran pipa, pada daerah keberadaan pipaharus dilengkapi dengan "arana #antu $a%igasi Pelayaran ("#$P) sesuai dengan ketentuan peraturan perundang-undangan yang berlaku.
T2/ / ;!! *+/r 2 r/9 /'3 r+, ;' ''3 pr +*r ,4 2 pp!'(δ%D).
T2/ / ;!! r4r , /7r+! ,/ +' /+'+r/ +/ !,;:• DNV&RP&F10< (R/9 A////*' ,4 Pp!' Pr,,')• API 5=1 (R/9 $+/ I'/p,')• DNV&RPF101 (C,rr, Pp!'/)
• DNV&RPF111 (I'r4r' $;' Tr+;! G+r A' Pp!'/)• DNV&RPE0" (D/3' +' I'/+!!+,' ,4 Dr+3' P!+ A'2,r/ ' C!+ )• DNV&OS&F101 (S*+r' Pp!' D/3' +' C,'/r,')• ASME $1.= (G+/ Tr+'/*//,' +' D/r,' Pp'3 S/*/)• SNI 1&#
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 1* of 137
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 1, of 137
2. REFERENCES
T2/ / ;!! r4r , /7r+! ,/ +' /+'+r/ +/ !,;:
1. Dr ,4 M'/r ,4 Tr+'/p,r+,' N,.=%"0118 >A!r P!++r+' L+?.". Dr ,4 2 M'/r ,4 M'/ +' E'r3 N,.00.K%=%M.PE%1--Pp!' S/+ Rp+r?8 O,r "00I'r4r' ;' Tr+;! G+r +' Pp!'/8 Sp*r 1--
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 17 of 137
3. FACILITY AND ENVIRONMENTAL DATA
T2 4+! +' '7r,'*'+! ++ ,4 2 r/9 +////*' 4,r 4!,;!' r7r r,//'3
'/+!!+,' +' 4r /p+' +'+!// ,4 VICO I','/+ & E+/ K+!*+'+' +r ,*p!4r,* /7r+! /,r/ +/ /r !,;.
.1. P":"$ D/&/
T+! .1 Pp!' D++
N, D/rp,' R*+r9/1 D/3' L4 & +r/" Pp D+*r ('2) ?8 1"?8 1=?8 "0?8 "#?
M+r+! Gr+ API 5L GR 58 #"8 5"
# SMYS (p/) 50008 #"0008 5"0005 SMTS (p/) Pp Tp ERW< L'32 ,4 /'3! pp (*)= E' ,4 Pp $7!- Pp L'32 (*)10 C,rr,/,' C,+'3 Tp F/,' $,' Ep, C,+'311 C,'r W32 C,+'3 ','1" R'4,r*' ','1 C+2, Pr,,'1# P33'3 ','15 M+. W+r Dp2 (*)
1 N+r+! $''3 r+/
.". B/#"# D/&/
T+! ." Pp!' $+// D++
No ITEM PIPELINE
1. Pr, G+/ L4". D'/ (93%*) + "0 3 10-.1="
. P'*+ V/,/ + "0 3 ST 0.1#="
#. V+p,r Pr//r (' *r ,4 pr,)
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 1- of 137
.. P":"$ +TM Coo'"$/&
T+! . UTM C,,r'+ ,4 D+pr F!,;!' R7r Cr,//'3
P,' ID
UTM COORDINATE (HONE 50 S)
E+/'3 N,r2'3 E!7+,' MSL
*r *r *r
T+! .# UTM C,,r'+ ,4 $+!,9 F!,;!' R7r Cr,//'3
P,' ID
UTM COORDINATE (ONE 50 S)
E+/'3 N,r2'3E!7+,'(MSL)
*r *r *r
INSERT DATA HERE
INSERT DATA HERE
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 1 of 137
T+! .5 UTM C,,r'+ ,4 $! F!,;!' R7r Cr,//'3
P,' IDUTM COORDINATE (ONE 50 S)
E+/'3 N,r2'3 E!7+,'MSL
*r *r *r
T+! .# UTM C,,r'+ ,4 Tr+* F!,;!' R7r Cr,//'3
P,' ID
UTM COORDINATE (ONE 50 S)
E+/'3 N,r2'3 E!7+,'MSL
*r *r *r
INSERT DATA HERE
INSERT DATA HERE
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 26 of 137
T+! .# UTM C,,r'+ ,4 M+'/ F!,;!' R7r Cr,//'3
P,' ID
UTM COORDINATE (ONE 50 S)
E+/'3 N,r2'3 E!7+,'MSL
*r *r *r
.#. B/&
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 21 of 137
F3r ." R7r Pr,4! ,4 D+pr 1=? Cr,//'3
F3r . R7r Pr,4! ,4 D+pr "0? Cr,//'3
F3r .# R7r Pr,4! ,4 D+pr "#? Cr,//'3
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 22 of 137
F3r .5 R7r Pr,4! ,4 $+!,9 1"? Cr,//'3
F3r . R7r Pr,4! ,4 $+!,9 "0? "#? Cr,//'3/
F3r .< R7r Pr,4! ,4 $! 1"? Cr,//'3
F3r .= R7r Pr,4! ,4 $! "#? Cr,//'3
F3r .- R7r Pr,4! ,4 $! 1=? Cr,//'3
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TITLE:RISK ASSESSMENT OF FLOWLINE RIVER CROSSING INSTALLATION (PHASE II)
AND FREE SPAN ANALYSIS OF VICO INDONESIAEAST KALIMANTAN
DOCUMENT NO.: REV: REVISION DATE: PAGE:
00 15 Apr! "01# 23 of 137
F3r .10 R7r Pr,4! ,4 $! "0? Cr,//'3
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. HA@ARD SCREENING IDENTIFICATION
#.1. P":"$ Ro&
$+/ ,' /3' '4,r*+,'8 I','/+ N++! C2+r (P+ L+ I','/+)8pr7,/ pr,B/ rp,r +' '4,r*+,' 4r,* /,* /,r/8 2 2++r '4+,'(HAID) '4 2 2r+ 2+ ,! +44 2 '3r ,4 2 pp!' +/ /2,;' 'T+! #.1.
T+! #.1 P,//! H++r , 2 Pp!'
NO. THREAT
1 T
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T+! #. +!+7 T2r+ Sr''3 4,r Pp!'
NO THREAT ANALYSISTHREAT
CARRIEDFORWARD
1 T
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*. METHODOLOGY
5.1. R"#0 A####9$& of F:o;:"$ R"!' C'o##"$ I$#&/::/&"o$
T2 3'r+! pr,// ,4 2 4!,;!' r/9 +////*' / /2,;' !,;.
F3r 5.1 Pp!' R/9 A////*' M2,,!,3
T2 r/9 r+'3 / r*' ,*''3 2 pr,+! ,4 2 7' +' 2,'/@' ,4 2 7'. DNV&RP&F10R/9 A////*' ,4 Pp!' Pr,,'? /+,p +/ +' +////*' pr,,,! , r*' 2 r/9 r+'3 ,4 r/9 7'/ 4,r r,pp
+'2,r%,B8 r+33 +'2,r8 +' /2p /'9'3. T2/ pr,,,! // + 5 5 r/9 *+r ,r*' + r/9 r+'3 +/ / /2,;' ' F3r 5.". T+! 5.1 +' T+! 5." /2,; 2+''+! 4r@' rr+ +' ,'/@' rr+ +,p 4r,* DNV&RP&F10
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CONSE+ENCE RANKING
1 2 3 ) *
VERY LOW LOW MODERATE HIGH MAOR
F R E +
E N C Y
R A N K I N G
*
F R E + E N T
)
P R O B
A B L E
3
O C C A S I O N
2
R E M O T E
1
I M P R O B A B
F3r 5." R/9 M+r A,r'3 , DNV&RP&F10<
T+! 5.1 Fr@' R+'9'3 A,r'3 , DNV&RP&F10<
R+'9'3 D/rp,' A''+! Fr@'
1 S, !,; 4r@' 2+ 7' ,'/r '3!3! 10&5
" E7' r+r! p , ,r 10 10&5
E7' '7+!! ', p , 2+pp'8 ;2'/**+r ,7r + !+r3 '*r ,4 pp!'/ 2+72 r! , 2+pp' ,' + +r
10& 10
#E7' '7+!! *+ p , ,r r'32 !4* ,4 2 pp!' (Tp+!! + 100 r /,r*)
10&" 10&
5 E7' '7+!! *+ p , ,r *,r2+' ,' r'3 !4*
10&"
T+! 5." C,'/@' R+'9'3 A,r'3 , DNV&RP&F10<
R/$0"$D$&D"/
9&' ()
I9/%&
E$'=D/9/ #%'"&"o$
Co$"&"o$/: P'o4/4":"&=
D1 D2 D3 R6 R1 R2
1 5 EE M',r +*+3 1 0 0 1 0 0
" 5 & 10 EEM+B,r +*+3
0.1 0.= 0.1 0.- 0.1 0L+9+3 +'p+
10 & 15 EE
M+B,r +*+3
0 0.
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F3r 5. E7' Tr A'+!//
$!,; / /,* +//*p,'/ +9' 4,r 4r@' +'+!// 4,r +!! p,'+! 2++r/'4 ' 2/ /.
F'>$%= D'o /$%$%= of '/ /$%
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• =0Q pr,+! ,4 +'2,r r+33 +4r / r,pp 7//!/ ;22 /,'/r7+7. S,* // +//* 50Q ,4 r,pp +'2,r/ ;!! r/! 'r+33 +'2,r/.
• T2 Cr+! A'2,r Dr+3 ,' (CADR) "< +'2,r 4!9 !'32.• Pr,+! 7//!/ '/ CAD: CAD% ;2 ;2' 4!,;!' +r+ ;2r 7//!/
+r ,'/r+! /r.
F'>$%= of #
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T2 ' /8 pr// +/ + pr'+3 ,4 ,7r+!! 2 pp!' +*r8 / +' '+,'+/ , 2 !9!2,, ,4 + !+9 ,r rpr. T2 r!+,'/2p / pr// *+2*++!! +/4,!!,;/:
2
3
2
1
2
1
9
216
××
××
×=
D D
t
Dm E p
δ π
W2r: & : +/,r 'r3! : pp!' ODm p : p!+/ *,*' +p+ (0."5 SMYS ")δ : pp!' 4,r*+,' (' p2)t : pp!' ;+!! 29'//
T2 *p+ +p+ ,4 ,'r ,+'3 / +!!+ +,r'3 ,:
E=Y ∙ b ∙ h∙ x0
W2r: ' : r/2'3 /r'32 ,4 ,'r: #" 1" MP+b h : +r+ ,4 *p+'3 ,B: 0." * 0." *: 0.0# *" p,' !,+ o : *p+'3 p28 .. ,'r ,+'3 29'// (**)
T, +!!+ 2 'r3 *p+ ,4 2 +'2,r , 2 pp!'8 2/ !,; @+,' +' +pp!:
2
2
1)( T Dwater water v AC xg Vxm ×××=− ρ ρ
;2r:m : +'2,r ;328 (93)g : 3r+78 (-.=1 *%/") : +'2,r 7,!*8 (*) ρ water : /+;+r '/8 (10"5 93%*)* ! : +'2,r r+3 ,44'
+ : +'2,r pr,B +r+8 (*")% : +'2,r r,p 7!,8 (*%/)
A,r'3 , T+! 11 DNV&RP&F10
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T2 9' 'r3 ,4 r,pp ,B + r*'+! 7!, / pr// 2 4,!!,;'34,r*!+:
2
2
1
T vm ET ×=
;2r8 m : *+// ,4 2 ,B (93) : r*'+! 7!,
Fr,* 2 +,7 4,r*!+,'8 ; 2' +' 3 2+:
−×
××= V
m
AC
g m ET
water D ρ
Cr+! +'2,r +*+3 ,' (CAD) / + r+! ,' ,4 2 pp!' ;2' +' +2,r r,p,' . T2/ ,' / r*' 2 ; ;2 ,4 2 +'2,r +' 2 pp!' +*r8+/ /2,;' !,;.
F3r 5.5 CAD Ar+
Fr,* 2 43r +,78 / !+r! /' 2+ 2 CAD / "# !. W2r # / +'2,r ;2 +' ! / 2 pp!' +*r ('!'3 2 ,'r ,+'3 29'//). T2 CAD/ + 7r *p,r+' r*',!,3 ;2' ; +!!+ 2 !9!2,, ,4 + pp!' /2r+' +' +'2,r r,pp 4r,* + 7//! (/+!! ' *r3' /+,' 2+ 4,r+ /2p , r,p +'2,r).
D'/ /$%
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L/ : 2 !'32 ,4 !' '/,'W!X : ;32 ,4 r+;! pr ' !'32 : 4r,' ,44'8 ;22 7+! / /2,;' ' T+! .#.
T+! 5.# Fr,' C,44'
Wr L,;r D4+! Uppr ,'
W 0.1 0." 0.
C2+ L,;r D4+! Uppr ,'
W 0. 0.< 0.=
S
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() P'r+,' Dp2
F3r 5.< A'3 F,r/ ,' V//! S'9'3
T, r*' ;22r 2 !,+ *p,/ + /'9'3 7//! / +p+! , 2 pp8 /'//+r , /+!/2 2 /+ +p+ ,4 2 pp!' /B , + p,' !,+ + 1",X!,9 4,r +' p,/ pp!' +' !' !,+ 4,r + r pp!'.
C,'/r'3 2 pp /,' +/ + ;, *'/,'+! r'38 2' 2 *+** ''3*,*' +/:
M!,+ (P R)%π
W2r R / r+/ ,4 pp +' P / 2 pr//r !,+.
C,'/r'3 2 *+** +p+ ,4 2 pp , 37' +/ + 4!! p!+/ ;+!! (../ p!+/ *,*' +p+)8 ,' 3/:
M +p+ 0."5 SMYS "
T'/;:"$ /%&"!"&=
T2 ,'/@' +'+!// / pr4,r* , /*+ 2 44/ ,4 2 2r p,'+!p2+// ,4 r+;! ,+r 'r+,' ;2 + pp!'. T2 *2,,!,3 / +/ ,'r,**'+,'/ pr/' ' DNV G!':
1. I*p+". P!!&,7r . H,,9'3
T'/;: Bo/' "9/%&. I*p+ !,+/ 4r,* r+;! ,+r/ ,r r+;! +*/ +r +//,+ ;22 r+'/4r ,4 'r3 4r,* 2 r+;! 3+r ', 2 pp +' / ,+'3. G7' 2+ 2r /!* '4,r*+,' +7+!+! r3+r'3 2 p ,4 r+;! 3+r / ' 2 pr,B +r+8 2+'+!// 2+/ ' pr4,r* +/ ,' p+r+*r/ 4,r p+! r+;! ,+r /
,**,'!. I / +//* 2+ 2/ pr,7/ + ,'/r7+7 /*+ ,4 2 44/ ,4 r+;!,+r *p+.
T'/;: Bo/' P::O!' . P!!&,7r +'+!// +!/ ;2 2 3!,+! r/p,'/ ,4 2 pp!'+/ 2 r+;! 3+r / 4,r , r,// ,7r 2 pp!'. Dr'3 2/ p2+/8 / ',',**,' 4,r 2 pp!' , /B , !+r3 r+'/7r/ !,+'3. T2 +'+!// 2+/' pr4,r* /*+'3 2 2,r,'+! +' 7r+! p!!&,7r 4,r/ /'3 2*2,,!,3 pr/' ' DNV G!' 1.
T'/;: Bo/' Hoo0"$. Tr+;! 3+r r,//'3 + pp!' *+ 3 /9 'r'+2 2pp!'. Fr /p+'/ rpr/' +' 'r+/ r/9 4,r 2,,9'38 2,;7r 7' ;2 pp!'/r/'3 ,' /+8 2,,9'3 +'', 3',r. T;, 2,,9'3 /'+r,/ +' ,r:
1. P+r p'r+,'". W3
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P+r p'r+,' +' ,r 4,r +!! /p+' 232/. Fr'3 ,4 2 r+;! ,+r *+ !+ ,2 pp!' '3 !4 + 232 3,7r' 2 3,*r +' 2 4r,' ;' 2r+;! ,+r +' 2 pp.
W3 r+;! ,+r ,r/ 4,r 4r /p+'/ +,7 + r+! 232. Fr'3 ,4 2 r+;!,+r !+/ , 2 pp!' '3 !4 + 232 3,7r' 2 p,/,' ,4 2 ;+rp !'p,'. T2 r+! /p+' 232 4,r r+;! ,+r / +/ 4,!!,;/.
Hr 0.< $
;2r $ / 2+!4 232 ,4 2 r+;! ,+r. I4 2 *+** /p+' 232 / !,; 2 r+!/p+' 2328 2 pp!' / +'+! 4,r + /+ !4'3 232 H18 ;2r:
H1 0.< $ 0. D
;2r D / pp!' OD. I4 2 pp!' /p+' 232 / 2 r+! /p+' 2328 2pp!' / +'+! 4,r + /+ !4'3 232 ,4 H18 ;2r:
H1 $
T2 *+** ;+rp !' p!! / +/ ,' + /'3! ;+rp ;2 + p+! +p+ ,4 #00 9N.G7' 2 /*!+r 232 *'/,' 4,r r+;! ,+r/ pr/' ' DNV G!' 1.P,!7+!' ,+r p+r+*r/ 2+7 ' / 4,r 2 2,,9'3 +'+!//8 ;2r:$ ".= %" 1.#*
5.". F' S/$ A$/:=#"#
T2 *+' +/p/ ,4 + 4r /p+' +////*' ,32r ;2 9 p+r+*r/ +' *+'r/!/ +r !!/r+ ' 2 43r !,;.
F,r +!! *p,r+r +' pr*+'' 4r /p+'/ + 4r /p+' +////*' +r//'3 2
'3r ;2 r/p , 4+3 (FLS) +' !,+! 9!'3 (ULS) /2+!! pr4,r*.Vr+,'/ , 7,r /2'3 +' r ;+7 !,+/ +r +p+! pr,7 24+3 +' ULS rr+ /p4 2r' +r 4!4!!. I' +/ /7r+! p,'+! 7r+,'*,/ +' ,* +7 + + 37' 4!,; 7!,8 +!! 2/ *,/ /2+!! ,'/r.U'!// ,2r;/ ,*' 2 +*+3 ,'r,' 4,r 7r *, /2,! r!+ ,2 /+* r+! (;!) !,+,'.
F3r 5.- /2,;/ p+r ,4 + 4!,; 2+r 4,r + p+! pp!' /3'. A4r '3 ,'+*r8 *+r+!8 ;+!! 29'//8 r'2'3 ,r ', +' ,+'3 4,r ;32 +' '/!+,'8+' 3!,+! 9!'3 /3' +' r!+/ ,4 447 ++! 4,r '/ , +r//4,r 2 4r /p+'/ +r , +////. I */ *p2+/ 2+ 2 4r /p+'+////*' */ +/ ,' + r+!/ /*+ ,4 2 447 ++! 4,r8 +' +'2+'3/ , /+33'3 ' /p+'/8 !+r+! 9!'38 ' p+'/,'8 2+'3/ ' ,pr+,'+!,','/8 . */ pr,pr! +,' 4,r. T2 /@' ' F3r 5.- / ',4,!!,; ' +!! pr,B/. N,r*+!! +' '+! r,'3 ;!! pr4,r* 4,r +!pp!' /3' / /+r. A/ /2 + p+! /3' pr,// ;!! , 4,!!,; 2/ 4!,; 2+r' r+,'/ '! + 4'+!8 +p+! /3' / 4,'.
M/"$Co9o$$
E$!"'o$9$&/:D#%'"&"o$8
%< 3
S&'%&'/: R#o$#8%< , 7
R#o$# Mo:Fo'% Mo:8
%< *
A%%&/$%C'"&'"/8 %< 2
K=P/'/9&'#
Pr,B ++ Pp ++ VR S+4 !+//
Crr' /+// S+ KC S+4 4+,r/
Crr' pr,4! Pp pr,4! SN r7W+7 /+/ S,! ++ D*p'3W+7 /pr* L+ '/,' Fr /p+' p+r+*r/
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Dr,'+! Opr+,'+! ,','/
Tr!'
D#"$C'"&'"/
M/"$ R#
SCREENING
W+7 rr'rr' pr,
7+!7N+r+! 4r@'
OK%', OK (/p+'!'32)
FATIG+E
W+7 rr'
!,'3 r*/rp,'
N+r+! 4r@'
/r// +*p!
Sr// r+'3/ ', ,4
!/
OK%', OK
(4+3 !4)
+LS
W+7 rr'rr' pr,
7+!7
N+r+! 4r@'8Sr// r+'3/8 S+
''3Er* /r// OK%', OK (!,+!
9!'3)
F3r 5.= O7r7; ,4 M+' C,*p,''/ ' + Fr Sp+' A////*'
A/ /p+' !'32%232 +' 447 ++! 4,r *+ 2+'3 /3'4+'! 4,r 44r',pr+,'+! ,','/8 ,' p+r!+r 2+!!'38 /p+!! 4,r 4!,; !'/8 ,*/ , 2 *,/ r+!%3,7r''3 /p+' /'+r,/. T2/ ;!! +!/, p' ,' +' 3!,+!9!'3 ,r ,2r r!+/ ,4 447 ++! 4,r ' p+'/,' ,r /+33'3 ', /p+'/8.
T2 4,!!,;'3 4','+! r@r*'/ +pp! 4,r 2 4r /p+' +'+!//.• T2 +* ,4 4+3 /3' / , '/r +' +@+ /+4 +3+'/ 4+3 4+!r
;2' 2 /3' !4 ,4 2 pp!'.• T2 4+3 +'+!// /2,! ,7r + pr, ;22 / rpr/'+7 4,r 2 4r /p+'
p,/r pr,.• A!! /r// 4!+,'/ *p,/ r'3 2 'r /3' !4 ,4 2 pp!' +p+! ,4
+/'3 4+3 +*+3 /2+!! +,' 4,r.• T2 !,+! 4+3 /3' 29/ +r , pr4,r* + +!! 4r /p+'''3 pp
/,'/ +,''3 4,r +*+3 ,'r,'/ 4r,* +!! p,'+! 7r+,' *,/r!+ , 2 ,'/r /p+'/.
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F3r 5.- F!,; C2+r 4,r Fr Sp+' D/3'
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F3r 5.10 F!,; C2+r ,7r D/3' C29/ 4,r + Fr Sp+'
S&/&"% A::o;/4: S/$T2 *+** /p+' !'32 +/ ,' /+ /r// ,'/r+,'/8 / 3,7r' ppX//!4&;328 pr//r8 *pr+r +' '7r,'*'+! !,+'3/. T2 r!+7 *p,r+'
,4 +2 ,4 2 +,7 */ p'/ ,' 2r *+3' +' 2 ,r'+,' ,4 2pp!'. T2 +!!,;+! /+ /p+' !'32 4,r + pp!' / +!!+ !*'3 2@7+!' /r// ' 2 /p+' , (B+ ;2r (B+ / 2 +!!,;+! ''3 /r// +/ ,'2 V,' M// @+,' ',rp,r+'3 2 ++! /r//.
Sp+'''3 +'+!// / +rr , +//*'3 + XX4&p''XX ,'+r ,','. T2+'+!// / pr4,r* 4,r '/+!!+,'8 2r,/ +' ,pr+,' ,','/. T2 4,!!,;'3@+,'/ +r / ' 2 +!!+,'/ ,4 2 *+** +!!,;+! /+ /p+'.
V,' M// E@7+!' Sr//:
σ e=√ σ H 2 +σ L
2+σ H σ L
;2r:σ E@7+!' /r// (MP+)σH H,,p /r// (MP+)σL L,'3'+! /r// (MP+)T2 ,r/,'+! /2+r /r// / +//* 3',r ' 2/ @+,'.
Lo$"&"$/: S&'##Fr,* 2 *+** ''3 /r// , 2,r,'+! +' 7r+! 4,r/82 *+**+!!,;+! !,'3'+! /r// / +!!+. T2 *+** +!!,;+! !,'3'+! /r//
!*/ / 37' :σ L=σ L ± σ b;2r:
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σ A A+! /r// (P+)σ $''3 /r// (P+)
A"/: S&'##
Dp''3 ,' 2 ' ,','8 2 ++! /r// (σ A) / ,*p +/ 4,!!,;/.F,r ++!! r/r+' pp!'8
σ AR=v σ H − E α ∆ T + N i
AF,r ,' ' r/r+' pp!'8
σ AP=π
4
Pi Di2
A −
f W vert X
A;2r:σ AR A+! /r// 4!! r/r+' (P+)σP A+! /r// p+r+!! r/r+' (P+) ν P,//,'X/ r+, (&)α L'+r p+'/,' ,44' 4,r /! pp!' (1%OC)E M,!/ ,4 !+/ (N%*")ZT D44. ;' *+** ,pr+'3 '/+!!+,' *pr+r (OC)
A Cr,//&/,'+! +r+ ,4 /! pp (*")N R/+! ++! '/,' (N)P D/3' pr//r (P+)D I'r'+! +*r ,4 pp!' (*) L'32 ,4 pp!' 4r,* 2,%,! ' (*)4 L,'3'+! 4r,'+! 4+,r (&)
B$"$ S&'##
$''3 /r// (σ) , /p+' ''3 +' 2,r,'+! r7 / pr// +/ 4,!!,;/.
σ b=√ σ bs2 +σ bc
2
$''3Sr// F!! R/r+' P+r+!! R/r+'
σ bs W . L
k .
tank . L [ tan( k . L2 )−( k . L2 )]tank . L−k . L
.D
2 !
W L2
10 .
D
2 !
σ bc W . L
k .
tan k . L [ tan( k . L2 )−( k . L2 )]tank . L−k . L
.D
2 !
W L2
10 .
D
2 ! +
E . D
2 R
;2r:
[/ $''3 /r// , 7r+! 4,r (N%*"
)[ $''3 /r// , 2,r,'+! 4,r +' r7+r (N%*")W U'4,r*! /r !,+ pr ' !'32 (N%*)
W7r ,r W2,rW7r T,+! 7r+! 4,r (N%*)
W/ F/W2,r T,+! 2,r,'+! 4,r (N%*)
FD FI F/L M+** /+ /p+' !'32 (*)OD Pp ,r +*r (*)I S,' *,*' ,4 +r+ (*#)R R+/ ,4 r7+r (*)
FD Dr+3 4,r (N%*)FI I'r+ 4,r (N%*)F/ S/* 4,r (N%*)
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W/ S*r3 pp ;32 (N%*)9 D4!,' ,44' (1%*)
√ N e E . !
N E447 ++! ,*pr//7 4,r (N)
(1−2v ) Pi . π . Di
2
4+α . ∆ T . A . E− N i
E:' B/' B%0:"$ S/$T2 E!r +r 9!'3 ,4 2 pp!' /2+!! +//// ' +,r+' ;2 +pp' $ ,4 DNV&1-=1. T2 447 ++! 4,r ;2 r/p , +r 9!'3 / 37' :
"= N +π
4 ( D−2t )2 Pi−
π
4 D
2 Pe
;2r:S E447 ++! 4,r (N)N A+! 4,r (N)P I'r'+! pr//r (MP+)P Er'+! pr//r (MP+)D S! Pp ,r +*r (**) S! W+!! 29'// (**)
N =(v σ H − E α . ∆ T ) As;2r:
7 P,//,'/ r+, (&)[H H,,p Sr// (MP+) C,44' ,4 2r*+! p+'/,' (1%,C)ZT TD & TATD D/3' *pr+r (1%,C)TA A*' *pr+r (1%,C)E Y,'3/ M,!/ (MP+)
A/ S! r,// /,'+! +r+ (**")
T2 r+! /p+' !'328 L8 / +!!+ +/ :
L=√ # π
2 E!
";2r:' E' 4 ,'/+' 4,r +r 9!'3
D=$/9"% A::o;/4: S/$D , 2 4!,; ,4 ;+r p+/ + 4r /p+' ' /+ 4!,; p+r'/ 7r+,'/ *+ ,r '2 pp!' , 7,r /2'3.
N,r*+!! ;, p/ ,4 ,/!!+,'/ +r ','rO/!!+,'/ ' !' ;2 2 7!, 7,r ('&!').O/!!+,'/ prp'!+r , 2 7!, 7,r (r,// 4!,;)
F,r r+' 4!,; 7!,/ 2 7,r /2'3 4r@' *+ ,' ;2 ,r +*!p! ,4 2 2+r*,' ,r / 2+r*,' +,'/. T2 /p+' !'32 ;!! /!/2 2+ 2 2+r*,' 4r@' ,r '+r+! 4r@' ,4 2 /p+' ;!! !// 2+' 27,r /2'3 4r@' 2r 4,r '&!' ,r r,// 4!,; ,/!!+,'/.
,r '&!' ,/!!+,'/ + !// ,'/r7+7 *p'3 p+r+*r/ ;r / .. \ 0.1"+' + +!!+ 7+! ,4 r 7!,8 V8.
T2 pp!' / /3' /2 2+ ', ,/!!+,' / +!!,; +' , 2+ 448 2*+** +!!,;+! /p+' 4,r 2 VIV rr+ /2+!! !// 2+' 2 ,'/ ,4 '&!'
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,/!!+,' r@r*'/. A/ '&!' ,/!!+,'/ +r ', +!!,;8 + 4+3 +'+!// ;!! ', r@r.T2 3,7r''3 @+,'/ +r +/ 4,!!,;/:
1 Eff%&"! 9/## $ E= $ A+% $ &
;2r:ME E447 M+// ,4 pp pr ' !'32 (93%*)
MA T,+! *+// ,4 ,+ pp '!'3 ,'' pr ' !'32 (93%*)$ $,+' ,4 pp pr ' !'32 (93%*)CM A *+// ,44' +/ pr App' + ,4 DNV&1-=1
2 S&/4":"&= P/'/9&'
' s=2 $ E (
) * D2
;2r:KS S+! '*r (&)]; M+// '/ ,4 /+;+r (93%*)
OD O/ +*r ,4 ,+ pp (*)\ L,3+r2* r*' 0.1"
3 A::o;/4: R% V:o%"&=T2 r 7!, +' r*' 4r,* DNV&1-=1 App' A ;22 ,*pr// ,4 '&!' +' r,//&4!,; ,/!!+,' p2',*','. F,r '&!' *,,'8 2r // ;, r3,',4 '/+!. O' ,4 ;22 / +!! 2 4r/ '&!' ,/!!+,' *,,' (4r/ '/+!r3,') ' 7,r/ /2 /**r+!! 4r,* 2 pp !'r. T2 /,' /+!! 2 /,' '&!' ,/!!+,' *,,' (/,' '/+! r3,') +' / ' 7,r/ /2 +!r'+! 4r,* 2 pp !'r. T2 '//+r 7!, 4,r ,'/ ,4 *,,' *+ r*' F3r !,;.
F3r 5.11 V!, 4,r O'/ ,4 M,,'
R% V:o%"&=T2 r 7!,/ 4,r ,'/ ,4 '&!' +' r,//&4!,; 7r+,'/ +r 2' 37' 2@+,' !,;:
+ R= + c*
f # D
;2r:
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VA R V!, (&)4' N+r+! 4r@' ,4 pp (1%/)V; VD 4,r '&!' +' r,// 4!,; *,,' (*%/)
U/ W+7 ' 7!, /'3 /3'4+' ;+7 (*%/)
* N/&'/: F'>$%= of #/$
1− N e L
2
b π 2. E!
E . !
$ e L4¿
f #= ,
2π √ ¿
;2r:+ Fr@' 4+,r E!r ,'/+'L D'+* /p+' !'32 (*)
V+!/ 4,r 2 4r@' 4+,r +' E!r ,'/+' +r 15.#0 +' ".05 r/p7! 4,r 4&p'' ,','. F,r + r+!/ /*+,' ,4 2 /p+'8 p''&4 ' r/r+',',' / ,'/r. M+** +!!,;+! '+* /p+' 4,r '&!' 4!,; / +/ ,'/+ rr'8 ;2! r,// 4!,; ,'/r/ ,2 /+ rr' +' ;+7 ' 7!, , *+** ;+7.
A####9$& C'"&'"/ A##9&"o$#T2 +!!,;+! 4r /p+' /2+!! +9' +/ 2 *,/ r+! ,4 2 4,!!,;'3 rr+:• T2 /p+' !'32 4,r ;22 2 @7+!' /r// ' 2 pp ;+!! r+2/ 2 !*/ +/
4' DNV R!/ 4,r S*+r' Pp!' S/*/ (1-=1)• T2 /p+' !'32 ;22 *+ +/ '+p+! +r 9!'3 ,4 ++!! r/r+'
/,'/ ,4 2 pp!'.
• T2 /p+' !'32 ;22 +// 2 ,'/ ,4 7,r ' 7r+,' (VIV) ,4 2pp!'
T2 +//*p,'/ *+ 4,r ' 2 +'+!// +r +/ 4,!!,;/:• T2 ,'' *pr+r 4,r '/+!!+,' +' 2r, / ,',' / +/ ,'
*+** /+;+r *pr+r + /+ +' /r4+ r/p7!.• A F&P'' ,'+r ,',' ;!! ! , r*' 2 /+ 4r /p+'
+' +//// 2 '+r+! 4r@' ,4 2 pp VIV /p+'.• E@7+!' ,'r '/ +/ pr ++ pr,7 VICO I','/+8 ,2r;/
4r2r ,'4r*+,' ;!! *+.• A7r+3 pr, '/ / / 4,r ,pr+'3 ,','.
• N, *+r' 3r,;2 / ,'/r ,' 2 pp!'.• N, r/+! !+ '/,' / ,'/r 4,r + ,'/r7+7 +'+!//.• 1.5** ,rr,/,' +!!,;+' / ,'/r 4,r ,pr+,' +/ +/ '/r • E'7r,'*'+! 4,r/ +'3 ,' 2 pp!' / +9' +/ 2 *+** ;+7 +'
rr' +'3 prp'!+r , 2 pp!' r'3 /+ /p+' +!!+,'. F,r '+* /p+' +!!+,'8 2 2r,'+* !,+'3/ ,'/r +r +/ ,'/3'4+' ;+7 +' pr,.
5.. S&/4":"&= /$ So": S&&:9$& A$/:=#"#
C,'/,!+,' / + pr,// ;22 /,!/ r+/ ' 7,!*. A,r'3 , K+r! Tr+32
,'/,!+,' / +' pr,// ;22 '7,!7/ r+/ ' ;+r ,'' ,4 + /+r+ /,!;2, rp!+*' ,4 ;+r +r. I' 3'r+! / 2 pr,// ' ;22 r,' '7,!* +9/ p!+ p!/,' ,4 ;+r 'r !,'3 r* /+ !,+/. I ,r/
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;2' /r// / +pp! , + /,! 2+ +// 2 /,! p+r!/ , p+9 ,32r *,r 32!82r4,r r'3 / !9 7,!*. W2' 2/ ,r/ ' + /,! 2+ / /+r+ ;2 ;+r8;+r ;!! /@ , ,4 2 /,!. T2 *+3' ,4 ,'/,!+,' +' pr *+' 44r' *2,/. I' 2 C!+//+! M2,8 7!,p Tr+328 /,!/ +r/ ;2 +' ,,*r / , r*' 2r ,*pr//,' '. T2/ +' / ,pr 2 +*,' ,4 ,'/,!+,'. I' 2 pr,//8 2r +r 2r ,',' ,4 pp!'8/2 +/ I'/+!!+,' ,','8 2r,/ ,',' +' ,pr+'3 ,','. I'/+!!+,',',' ++ ;!! / 4,r '/+!!+,' r/9 +////*'. R/9 +////*' ;!! ,'
;2 rr+ 37' /+'+r (DNV&OS&F101) ;2r / 2 !+r+' ;' ;,r,//'3 pp /2,! 9p /p+r+ + 0. *.
$!,; +r 2 @+,' 37' Tr+32 , r*' !*+ +r'3 /r//:
L,'3 F,,'3 (;2 $r+2 $)
-=% N c+/ D f . N -+1
2 / & N /
S@+r 4,,'3 (;2 $ $ /)
-=1.3% N c+/ D f . N -+0.4/ & N /
Cr!+r 4,,'3 (;2 r+/ R)
-=1.3% N c+/ D f . N -+0.6/ R N /
+r+'3! 4,,'3 (;2 $ L /)
-=(1+0.3 &
L)% N c+/ D f . N -+
1
2 / & N / (1−0.2
&
L)
;2:- !*+ +r'3 /r//
C /,! ,2/,'/ /,! '/ Df p2 ,4 4,'+,'/ D f ,7rr' pr//r N / 8 N - 8 N c +r'3 4+,r r*' @+,' !,;:
N c=cot0 [ ,2
2cos2(45+
0
2) ]
N -= ,2
2cos2(45+
0
2)
N c=1
2 tan0 [ ' 12cos2 0−1]
W2:
,=e(3π 4 02 ) tan0
' 12=3tan2
[45+
(-+33
2
)]
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O' 2 ,2r 2+'8 +r'3 /r// , /+ / +44 2 ;32 ,4 2 pp /!4 +' 2 2r,+r,' r'3 / ,pr+,'+! /+3. T, +!!+ 2 !*+ +r'3 /r//2 4,!!,;'3 4,r*!+ / +pp!.
-=Ws
&W2:W/ /*r3 ;32 ,4 pp
$ ;2 ,4 +r'3 +r+ ( "(D&))D ,/ +*r ,4 ,+ pp
S,! /!*' +'+!// 37' T*,/2'9, +' G,,r (1-51) / 2' 7+!+ /'3 2 4,!!,;'3 4,r*!+.
∆ H =-& 1−32
E s !
*
;2:@ T,+! !*+ +r'3 (@ 4,'+,'@ pp)$ r+2 ,4 4,'+,'
µ /,! /2r 4+,r E/ ,'3 *,!/
I; 4,'+,' 4+,r (T+! 5.5)
T+! 5.5 C,'/+'/ +/ ,' 4,'+,' /2+p
F!! R3
S2+p C'r A7r+3 I; I*C! 1.10 0.0# 0.=5 0.== .0S@+r 1.1" 0.5 0.-5 0.=" .<R+'3!:L%$ 0." & & & & "."-
0.5 & & & & .
1.5 1. 0.= 1.15 1.0 #.1"".0 1.5 0.
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F3r 5.1" S,! S!*' A'+!// Pr,//
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,. RISK ASSESSMENT
.1. F'>$%= A$/:=#"#
$+/ ,' /3' '4,r*+,' +' '4,r*+,' 4r,* /,* /,r/8 2 2++r'4+,' (HAID) ''4 2 2r+ 2+ ,! +44 2 '3r ,4 2 4!,;!' +//2,;' ' T+! #.. T+! .1 /2,;/ ++ 4,r 2 +/ +/ 4r@' +'+!//.
T+! .1 D++ 4,r $+/ C+/ Fr@'.
T+! .1 /2,;/ ++ ! 4,r 2 +/ +/ 4r@' +'+!//. A,r'3 , ++,+' 4r,* VICO I','/+8 r /r7 , / +' !,+! p,p!8 2 7//! +' 3r,p ', < (/7') 3r,p/8 +,r'3 , 2 / ,4 7//!. T2 3r,p/ ,4 7//!,'/r ' 2/ / +r8 Gr,p A 4,r 4/2'3 7//! ;2 +p+%/ p , 10 GT +'
Gr,p $ 4,r 4/2'3 7//!%/*+!! +r3, p , 0 GT. Gr,p C 4,r T3 $,+ p , "10 GT8Gr,p D 4,r LCT p , #00 GT8 Gr,p E 4,r O! $+r3 p ,
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,2r) +' '7+! 4!,;!'. D/+' ;' 4!,;!' 4,r r7r r,//'3 + D+pr8$+!,98 $!8 Tr+* +' M+'/ +' /' ' T+! ." . r/p7!.
T+! ." D/+' ;' F!,;!'/ + D+pr R7r
T+! . D/+' ;' F!,;!'/ + $+!,9 R7r
T+! .# D/+' ;' F!,;!'/ + $! R7r
T+! .5 D/+' ;' F!,;!'/ + Tr+* R7r
T+! . D/+' ;' F!,;!'/ + M+'/ R7r
T2r /'+r,/ +r 7!,p 4,r 2 2++r ,4 r,pp +'2,r8 *p!*''3 (2r) 44r' 7//! /p: ".5 9', 5.0 9',
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prp,/8 2/ / +//*/ 2+ 2 +r+ ,4 /r 7//!/ / 5 *!/ +!,'3 2pp!'.
T+! .< Fr@' ,4 Dr,pp A'2,r V//! Gr,p A , Cr,//'3 F!,;!' + D+pr R7r
A/ /2,;' ' T+! .
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F3r .1 Dr,p A'2,r E7' Tr ,4 V//! Gr,p A , Cr,//'3 F!,;!' + D+pr R7r
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T+! .= S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + D+pr R7r
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T+! .- S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $+!,9 R7r
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T+! .10 S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $! R7r
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T+! .11 S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $! R7r ,'
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T+! .1" S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + Tr+* R7r
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T+! .1 S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r
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T+! .1# S**+r ,4 Dr,pp A'2,r A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r ,'
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,.1.2 F'>$%= of '/ /$%
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T+!/ .1 ."" /2,; 2 /**+r ,4 4r@' +'+!// , +'2,r r+3 , 24!,;!' + D+pr8 $+!,98 $!8 Tr+* +' M+'/ R7r/ r/p7!. A/ /2,;'8 4,r +!!7//! /p /'+r,/8 4r@' ,4 2++r +r ' 2 4r/ !7! ,4 4r@' +,r'3, DNV&RP&F10
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T+! .1 S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + D+pr R7r
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T+! .1< S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $+!,9 R7r
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T+! .1= S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $! R7r
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T+! .1- S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + $! R7r ,'
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T+! ."0 S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + Tr+* R7r
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T+! ."1 S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r
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64/137
T+! ."" S**+r ,4 Dr+33 A'2,r A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r ,'
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,.1.3 F'>$%= of S
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T+!/ ."# .0 /2,; 2 /**+r ,4 4r@' +'+!// , /2p /'9'3 ,4!,;!' + D+pr8 $+!,98 $!8 Tr+* +' M+'/ R7r/ r/p7!. A/ /2,;'8 4,r +!!7//! /p /'+r,/8 4r@' ,4 2++r +r ' 2 4r/ !7! ,4 4r@' +,r'3, DNV&RP&F10
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T+! ."# S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + D+pr R7r
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T+! ."5 S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + $+!,9 R7r
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T+! ." S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + $! R7r
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T+! ."< S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + $! R7r ,'
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T+! ."= S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + Tr+* R7r
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T+! ."- S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r
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73/137
T+! .0 S**+r ,4 S2p S'9'3 A'+!// 4,r Cr,//'3 F!,;!' + M+'/ R7r ,'
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.". Co$#>$% A$/:=#"#
T2 /+* 7//!/ ++ / ! , ,' 2 ,'/@' +'+!// , r,pp+' r+33 +'2,r +/ ;!! +/ ,'/@' +'+!// , /2p /'9'3. T2/ /,','! pr/'/ ,' *,! ,4 +!!+,' (7//! 3r,p A / /! 4,r 2 *,!) +2 4,r +!! p/ ,4 2++r. D+! +!!+,' / 37' ' APPENDI8 +,r'3 , DNV&RP&F10
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T+! ." C,'/@' A'+!// ,4 Dr,pp A'2,r (V//! Gr,p A) 4,r Cr,//'3 1"? F!,;!'+ D+pr R7r & ,''
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T+! . C,'/@' A'+!// ,4 Dr+33 A'2,r (V//! Gr,p A) 4,r Cr,//'3 1"? F!,;!'+ D+pr R7r
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T+! .# C,'/@' A'+!// ,4 Dr+33 A'2,r (V//! Gr,p A) 4,r Cr,//'3 1"? F!,;!'+ D+pr R7r & ,''
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T+! .5 C,'/@' A'+!// ,4 S2p S'9'3 (V//! Gr,p A) 4,r Cr,//'3 1"? F!,;!' +D+pr R7r
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T+! . C,'/@' A'+!// ,4 S2p S'9'3 (V//! Gr,p A) 4,r Cr,//'3 1"? F!,;!' +D+pr R7r & ,''
A/ /2,;' ' T+! .1 , T+! .8 2 !7! ,4 ,'/@' +,r'3 , DNV&RP&F10< / ' !7! 1. T+! .< /2,;/ 2 /**+r ,4 ,'/@' +'+!// ,4 2 1"?pr,,' 4!,;!' + D+pr R7r 4,r +!! 7//! 3r,p/.
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I / /2,;' 2+ r+33 +'2,r +' /2p /'9'3 r/!/ ' !7! 5 (2 232/ !7!) 4,r 33r 7//! /. T2/ / *+'! , 2 p,/,' ,4 2 4!,;!' !+ ,' r7r. $+//*p,' 2+ +!! 4!,;!'/ pr4! !+ ,' r7r8 ' +/ ,4 7//!/ 3r,p A +' $pr,7 ', /3'4+' ,'/@' , 2 4!,;!'.
T+! .< S**+r ,' C,'/@' A'+!// 4,r 1"? F!,;!'
T+!/ .= .#0 /2,; /**+r ,4 ,'/@' +'+!// 4,r +!! 4!,;!'/ ,r,pp +'2,r8 r+33 +'2,r +' /2p /'9'3 r/p7!. Fr,* 2,/ +!/8 *,/!2 ,'/@' r+'9'3 , r+33 +'2,r +' /2p /'9'3 ,4 /2p 3r,p/ C8D8E8F+'3 G !+ ' r+'9'3 5. I *+'/ 2+ ''3 pr +*r 37' r+33 +'2,r +'/2p /'9'3 ,4 2/ 7//! / ;!! +44 , rpr , 2 4!,;!'.
T+! .= S**+r ,' C,'/@' A'+!// ,4 Dr,pp A'2,r
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T+! .- S**+r ,' C,'/@' A'+!// ,4 Dr+33 A'2,r
T+! .#0 S**+r ,' C,'/@' A'+!// ,4 S2p S'9'3
.. R"#0 M/&'"
S,' .1 +' ." pr/'/ 2 4r@' +' ,'/@' +'+!// ,4 +!! p,'+!2++r/. $ ,*''3 2,/ ;, +'+!//8 ; +' 2' ,*' 2* ', r/9 *+r +/pr DNV&RP&F10
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F3r .# R/9 M+r , Dr,pp A'2,r V//! Gr,p C , Cr,//'3 1"? F!,;!' + D+pr R7r
F3r .5 R/9 M+r , S2p S'9'3 V//! Gr,p C , Cr,//'3 1"? F!,;!' + D+pr R7r
F3r .5 /2,;/ 2 r/9 *+r , /2p /'9'3 ,4 7//! 3r,p C. +/ /2,;'8 2 r/9/ ALARP (A/ L,; A/ R+/,'+! Pr++!)8 ,+' 4r,* 4r@' !7! 1 +','/@' !7! 5 (pp!' rpr). F3r . .= /2,;/ 2 /**+r ,4 +!! r/9pr/ ,4 2 4+!/ , r,pp +'2,r8 r+33 +'2,r8 +' /2p /'9'3r/p7!.
F3r . R/9 Pr,4! ,4 A!! Cr,//'3 F!,;!' , Dr,pp A'2,r
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F3r .< R/9 Pr,4! ,4 A!! Cr,//'3 F!,;!' , Dr+33 A'2,r
F3r .= R/9 Pr,4! ,4 A!! Cr,//'3 F!,;!' , S2p S'9'3
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7. RIVER BED STABILITY ANALYSIS
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T2 // p,r pr//r *+ !+r3 ',32 , ' /2+r 4+!r ,r !@4+,' ,4 2 /,! +r,' pp!'/. T2/ /+,' / !!/r+ ' F3r
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F3r
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(
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C+!!+'3 447 42 (F44). T2 F44 +' +!!+ /'3 :
α
α
Cos
Cos xi F eff ∑
∑=
.
;2r / 42 !'32 +' α / +'3! ,4 7+,'.
Pr'3 ;+7 p+r+*r/. W+7 232 +' ;+7 pr, ' p ;+r +' +!!+ /'3 2 4,!!,;'3 @+,'/ (S2,r Pr,,' M+'+!8 V,!. 18 1-=#):
H 0=5,112 x10−4
x 4 A x 5 0,5 t =3,2115 x ( 5
2
4 A )13
4 A=0,71 x 4 W 1,23 R L=
4 W
4 L
H r6s=√ 1 N ∑i=1 N
H 12 H ! =1,42 x H r6s
T 0=6,238 x10−2 x (4 A x 5 )0.33
;2r
H, : W+7 232 ' p ;+r (*)T, : W+7 pr, ' p ;+r (/) : W+7 r+,'
4 A : W' /r// 4+,r RL : R!+,' ;' UL +' UW (;' 7!, ' !+' +' /+)Hr*/ : H r,, *+' /@+r (*)H/ : S3'4+' ;+7 232 (*)
H+73 : A7r+3 ,4 ;+7 232 ' p ;+r (*)T+73 : A7r+3 ,4 ;+7 pr, ' p ;+r (/)
Pr'3 ;+7/ rr''3 pr,. T2 G'!!/ *2, / ',rp,r+ 4,r pr'32 rr''3 pr,:
Y 6= [−ln (1− P ) ]1 /k
Y r=[ln ( L x T r ) ]1 /k
H ,r¿ = A¿ x Y r+&
¿ H ,r
¿ = A¿ x Y 6+&¿
,=,1 x e,2 x N
¿−1,3+k [√ (−7#+ )]
"#r=( 1√ # ) x√ 1+, (Y r−c+e x ln (+ )2 )
,r="#r x sH s s=√( 1
N −1 ) x " ( H ,6− H r )2
;2rP : Pr,+! ,4 rpr/'+7 ;+7 232 *H/* :T2 * ;+7 232* : H32/ /3'4+' ;+7 232
NT : N*r ,4 ;+7 ,rr' r'3 r,r'3 *H'r : S3'4+' ;+7 232 ;2 rr''3 pr, Tr K : Pr, ,4 ++ (+r)
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L : A7r+3 ,rr' ' + +r S'r : N,r*+! /+'+r 7+,'N : N*r ,4 /3'4+' ;+7 ++Sr : S+'+r 7+,' ,4 /3'4+' ;+7 232 rr,r ;2 rr''3 pr, Tr /H/ : S+'+r 7+,' /3'4+' ;+7 232
7..1 I$&''&/&"o$ of CPT T#& R#:S,! 2+7,r / ' 3'r+! ,*p!. I' +,' , p2/+! 'r+,'/ + 2 p+r!+,r !+ *'r+! /+!8 2r / ,p!'3 ,4 2 p,r 4! 4!,; ;2 2 /,! *+r4,r*+,' 2,;7r8 ,'! *+r,&2+7,r / 3'r+!! ,/r7 ' /,!/ /'3. I'r++! /'38 4,r +*p!8 ; *p,/ ;!!&,'r,!! +' 9',;' ,'+r ,','/ ,'/,! /+*p!/ , *+/r 2 /2+r /r'32 ,4 2 /+*p! r!. C,' p'r+,' ',/,!/ *p,// + ,*p!! 44r' +' ,*p! / ,4 ,'+r ,','/8 +' ; +9'r *+/r*'/ ,4 2 /,!/ r/p,'/ , 2/ *p,/ ,'+r ,','/ (..p+r+*r/ /2 +/ p r//+' ,r /!7 4r,') , r*' 2 /2+r /r'32 ,4 2 /,!. A/ + r/!8 'rpr'3 2 ,' p'r+,' / (CPT) / !+r3! *pr+!8 ;22 / *pr+! +ppr,+2/ 2+7'3 + /,' 2,r+! +//.
S,! 2+7,r p +' /r+3r+p2 'rpr+,' / +/ ,' r!+,'/2p/ ;' ,'+r'3 (@)8 /!7 4r,' (4/)8 +' p,r ;+r pr//r (). T2 4r,' r+, (R4) / ++!!+ p+r+*r 4' 1004/%@ +' / / , '4r /,! 2+7,r p.G'r+!!:
F"$'/"$ (%o
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"0 4,r ,7r,'/,!+ (,..) !+/
A *,r +! 'r+' /2+r /r'32 pr,4! +' ,+' 4r,*:
;2r:
p, ,7rr' pr//rN9 15&1 4,r '.. !+/ 1=&1- 4,r ,.. !+/
%. Dfo'9/4":"&= S&"ff$##F,r ',r*+!! +' !32! ,7r ,'/,!+ !+/ (@ 1." MP+) +' @7+!' ,44',4 7,!* 2+'38 *78 +' r7 4r,* 2 r!+,'/2p:
;2r b p'' ,' 2 p!+/8 /! +' ,r3+' ,'' ,4 2 /,!. F,r +*p!Gr+'3*,2 XC+r/X !+/ +' G!+/3,; XC! A!!7*X 7+!/ ,4 + 5 ,
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4. R:/&"! $#"&= F'"%&"o$ /$:
T2 r!+7 '/ (Dr) +' +'3! ,4 'r'+! 4r,' (φX) +' +!/, ,+' rr!+,'/2p ;2 2/ X@X 7+!.
F3r
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F3r
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F3r
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F3r
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F3r
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F3r
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+//3' + >MEDIUM? r+'98 ;2! 2,/ ;2, p+// ;,! +//3' + >HIGH? r+'9. T2+!/ ,4 2 r/9 pr,r r+'9'3 pr,// / +! ' 43r =." !,;:
F3r =." R/9 Pr,r R+'9'3 Pr,// F!,;2+r
T2 4r /p+' +'+!// / pr4,r* , 2 4,!!,;'3 pp!'/ ,4 VICO I','/+.1. 4 78 : D;7= C=88?
2. 3 78 : B@ R>7= C=88?3. 4 78 : B7= C=88?4. 2 78 : T= R>7= C=88?5. 1 7 : M8 R>7= C=88?
T2/ 2+pr ,'! pr,7 +!!+,' ,4 4r /p+' +'+!// 4,r ,' pp!' ? (3+/) ,4 Tr+* R7r r,//'3 +/ +!!+,' +*p!. T2 r*+''3 r/!/ ;!! /**+r.C+!!+,' +, *+** +!!,;+! 4r /p+' !'32 r@r/ ,*p! ++ 4r,*pp!' +' '7r,'*'. O2r Pp!' +' '7r,'*' ++ ;!! /r ,' App'.
T2 pp!' ++8 ,pr+,'+! ++ +/ ;!! +/ ,+'3 29'// / pr,7 !,;:
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T+! =.1 Tr+* Cr,//'3 G+/ Pp!' ? D++
T+! =." Tr+* Cr,//'3 G+/ Pp!' ? Opr+,'+! D++
T+! =. Tr+* Cr,//'3 G+/ Pp!' ? C,+'3 D++
A/ /2,;' !,;8 4r /p+' ,',' ,4 Tr+* Cr,//'3 G+/ Pp!' ? / 37' 2+,'// ,4 /'3! pp!'. Fr /p+' !'32 +' / !7+,' +r 37' +,r'3!.
T+! =.# Tr+* R7r G+/ Pp!' ? Fr Sp+' C,','
T2 ;,r9/2/ !,; /2,;/ 2 +*p! ,4 4r /p+' +!!+,' ,4 Tr+* Cr,//'3 G+/Pp!' ? 4!,;!' ', 1. T2 /**+r ,4 4r /p+' +'+!// / pr,7 ' T+! =.
T+! =.5 W,r9/2 4,r ? 3+/ 4!,;!' + Tr+* R7r
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T+! =. S**+r ,4 Fr Sp+' A'+!// Tr+* R7r Cr,//'3/
T+! =.< S**+r ,4 Fr Sp+' A'+!// $+!,9 1"? Pp!' R7r Cr,//'3
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T+! =.= S**+r ,4 Fr Sp+' A'+!// $! 1"? Pp!' R7r Cr,//'3
T+! =.- S**+r ,4 Fr Sp+' A'+!// $! 1=? Pp!' R7r Cr,//'3
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T+! =.10 S**+r ,4 Fr Sp+' A'+!// D+pr 1"? Pp!' R7r Cr,//'3
T+! =.11 S**+r ,4 Fr Sp+' A'+!// D+pr 1=? Pp!' R7r Cr,//'3
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T+! =.1" S**+r ,4 Fr Sp+' A'+!// D+pr "0? Pp!' R7r Cr,//'3
T+! =.1 S**+r ,4 Fr Sp+' A'+!// D+pr "#? Pp!' R7r Cr,//'3
T+! =.
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S,* ,'/r+,' 2+ ' , '/r 4,r 4r /p+' r4+,' /'3 3r, +3/+r:
a T2 3r, +3/ +' *' / 4,r r4+,' /2,! ,'4,r* ,/+'+r/ +! ' 2 '3 ,*'/.
a T2 7//!/ / 4,r 2/ ;,r9/ /2,! @pp 2r ;2
'+* p,/,''3 //* ,r 4,r&p,'/ *,,r'3 //*.a V//!/ @pp ;2 '+* p,/,''3 //* /2,! ,'4,r* ,
/+'+r/ +! ' '3 ,*'/.
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a A pr&'/+!!+,' /r7 , +/r+' 2 !,+,'/ ,4 3r, +3/p!+*' +' +/ !+ ,',' ,4 2 /'+33 +'2,r /2+!! pr4,r*.
a A p,/&'/+!!+,' /r7 +4r 2 ;,r9 / ,' /2+!! pr4,r*.a F! rp+r/ /2,! pr4,r* 4,r +*+3 'rr 2
pp!'/ r'3 2 '/+!!+,'. T2/ rp+r/ /2,! +! ' 2 ;,r9rp,r.
a C+r /2,! +9' 2 ,'r+,r , '/r 2+ 2 r/!'34r /p+' +4r 3r, +3 '/+!!+,' , ', 2 !'32 /p4 ' 2
,*'/.T+! =.15 /2,;/ 2 ,*p+r/,' ;' +7+'3,/ +' / +7+'3,/ ,4 ,2*2,/. $+/ ,' +! =.158 2' 2 3r,+3/ *2, / r,**' , r4 2pp!'/.
T+! =.15 C,*p+r/,' ;' R,9 D*p'3 +' Gr,+3/
Co$"#'/&"o$ Ro%0 D9"$ G'o&4/#
E,',*+! • C2+pr • M,r p'/7T2'+! • S*p!r • M,r ,*p! pr,r
+' @p*'• L,+! ,'r+,r / !* • L,+! ,'r+,r / +/ ,4'
• S2+!!,; r+4 / ', p,//!,'/r'3 2 r+4 ,4 2 r,9*p'3 7//!
• S2+!!,; r+4 / p,//!
• L,'3r ,' * r+,' '3'r+! , 2'+! +' ','2'+! *+r/
• S2,r2r pr, ,4 pr,B,'
S+4 • S+4 ,4 pp!' / *,r 44!, ,'r,!
• S+4 ,4 pp!' / +/r ,,'r,!
• L// /+4 , p,p! r'3
'/+!!+,'
• S+4r , p,p! r'3
'/+!!+,'E'7r,'*'+! • L// *p+ , '7r,'*' • S!32! *,r *p+ ,'7r,'*' ,*p+r ,r,9 *p'3
$!,; / /,* pr,r/ , ,'/r r'3 2 '/+!!+,' ,4 3r,+3/.
-.1. G$'/:
C,'r+,r '/ , ,'/r 2 4,!!,;'3/:1. D,*'/ +!'3 2 ,','/ ,4 2 / (+' '7r,'*'+! % /p4
,','/ 2+ ,! 2'r ;,r9 pr,3r//8 4 +')8 2 pp!'/8 +' 2 /,p
,4 ;,r9.". D+!/ ,4 /p4+,' 4,r 2 7//!/ 2+ ;!! /8 @p*'8 ,,!/8*+r+!/8 ,'/*+!/8 !+,r/8 +' +' /p+! @p*' (4 +')pr7 +/ '//+r. M'** +p+!/ ,4 2 r/,r/ 2+ /2,! 4!4!! 2 ,'r+,r.
. T2 !+;/ +' r3!+,'/ 2+ 2 ,'r+,r /2,! 4,!!,;. T2/ '!/ 2/+'+r +' r4+/ 4,r 2 r/,r/ +! ' pr7,/ !! p,'.
#. C,'r+,r/ /*//,' ,4 /p&&/p +!/ ,4 2 ;,r9 2!! ,'3.5. T* 4r+* ,4 2 /+ ;,r98 +!,'3 ;2 B/4+,' 4,r 2 pr,p,/ * 4r+*
+' p,//! 2'r+' (4 * '//+r).. A +! pr,r , '/p +' *,',r 2 ;,r9 pr,3r//. A !+/ 2+
pr,7 4!! +// 4,r ,*p+' rpr/'+7 , 2/ '/p,' +'
*,',r'3 pr,r/8 +/ ;!! +/ ,*'+,' ,4 2 ,'3,'3 ;,r9.
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". T2 C,'r+,r /2+!! +!!+ 2 /r/// ' ' 2 pp!'/ 23r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+,pr+,'/ T2 *+** +!!,;+! ,*' /r// (+!!+ +/ ,' V,'M// Crr/) ' 2 pp!' r'3 2 3r,+3/ '/+!!+,'8 +'2,r r!+/8RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/ /2+!! =5Q ,4 2/p4 *'** ! /r'32 ,4 2 pp *+r+!.
. T2 C,'r+,r /2+!! ,!' 2 *2, +' +// ,4 2 +!!+,'/ ' 2,*'/ /* 4,r C,*p+' +ppr,7+!. I' +/ +' ,*pr pr,3r+**
+r pr,p,/8 C,'r+,r /2+!! 4r'/2 ' 2/ $8 + r4 /rp,' ,4 2+'+!+! *2,/ *p!, ' 2 pr,3r+* +!,'3 ;2 2 +// +' 2,r/.
#. F+!r , /* 2 r@r '4,r*+,' *+ '7+!+ 2 $.
-.3. Co$#&'%&"o$ R>"'9$
1. C,'r+,r /2+!! '7/3+ +' /! 2 +r3%7//! p,/,''3 //* +9'3', ,'/r+,':
+. W+r p2. G'r+! '/+!!+,'/
. S+ ,,* /,! ,','/. G'r+! '7r,'*'+! ,','/". C,'r+,r /2+!! ,'',/! *,',r /+&/+ +' 3'r+! *,r,!,3+!
,','/ 4r,* 2 ;+2r 4,r+/'3 r7'3 4+!/ 2r,32, 3r,+3/'/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/
. D7r ,pr+,'/ 4,r 3r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,'+' ,2r +//,+ ,pr+,'/ /2+!! *,',r !,/ r !7/,' +''r;+r +*r+. C,'r+,r /2+!! *+9 7, +p r,r'3 ,4 ,*p!'r;+r ;,r9 +' pr* C,*p+' Rpr/'+7 4,r TV 7;'3 , '+!*,',r'3 ,4 'r;+r ;,r9/. V, +p/ ,4 /2 r,r'3 /2+!! /*, 2 C,*p+' 4,r r,r prp,//. R,r'3 /2+!! ,' VHS 4,r*+ +p/+' /2+!! /+! 4,r PAL S/*/.
#. C,'r+,r /2+!! +rr , +!! ;,r9/ r!+ , 3r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/8 /r! '+,r+' ;2 2 r@r*'/ ,4 2/ /p4+,' +' 2 C,*p+'+ppr,7 r+;'3/ +' ,*'/8 ;2, +*+3'3 2 /'3 pp!''/+!!+,'/.
5. C,'r+,r /2+!! ', ,**' +' ;,r9 ,' 3r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/ pr,r , 2+ppr,7+! ,4 2 *2,%pr,r/ C,*p+'.
-.. H/$:"$8 H/:"$8 S&o'/ /$ T'/$#o'&/&"o$ of R>"' M/&'"/: /$E>"9$&
1. C,'r+,r /2+!! r7 +' +9 ,7r +3+'/ r@/,' +!! C,*p+' /pp!*+r+!/ 4r,* C,*p+'/ /3'+ p!+(/) ,4 !7r +/ 4' ' 2C,'+. T2 C,'r+,r /2+!! ,+!! r/p,'/! 4,r +!! *+r+!/ '! 2+p+'/ ,4 2 ;,r9 2 C,*p+'.
". I' +/ C,*p+' /pp! *+r+!/8 Rpr/'+7/ ,4 2 C,'r+,r +' 2C,*p+' /2+!! B,'! '/p +!! +//,+ *+r+!/ + 2 * ,4 2+''3 ,7r.C,'r+,r /2+!! pr4,r* 7/+! '/p,' +' 4/8 4 +' ',8 /2+!! r,r /p+r+! ' 2 pr/' ,4 C,*p+' Rpr/'+7. T2 C,'r+,r /2+!! '! , r+ ,*p'/+,' 4,r rp+r +' r4+,' ,4 /2 4/'+,r+' ;2 2 pr,r/ pr7,/! +ppr,7 2 C,*p+' + 2r+/ / 4,r2 ' 2 C,'r+.
. C,'r+,r /2+!! '!,+8 !,+8 /,9p! +' r+'/p,r +!! +//,+ *+r+!//'3 /+! *+'/ +' ' + *+''r , +7, +*+3/ 4r,* /3'+p!+(/) ,4 !7r , 2 ;,r9 /(/).
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#. C,'r+,r /2+!! /* , C,*p+' 4,r +ppr,7+! + +!pr,r%r+'/p,r+,' /2* '!'3 '//+r r+;'3/ ,4 +r3, +r3/4,r 2+'!'38 2+!'38 /,r+3 +' r+'/p,r+,' pr,r , ,**'*' ,4 +'2+'!'3 ,pr+,'/.
5. C,'r+,r /2+!! +rr , + '+* r+'/p,r+,' +'+!// +/ ,' 1&+r /,r* ,','/ *',' !/;2r ' 2 C,'r+8 ,'/r'3 2 pr,p,/*+r' r+'/p,r+,' /2* .. +r3, +r3/ +' 2 /r'3 +rr+'3*'+' /+!/2 2+ 2 pr,p,/ r+'/p,r+,' +rr+'3*' / /+4 +' /+!.
T2 r/! ,4 /2 +'+!// /2+!! /* , C,*p+' 4,r +ppr,7+!8 pr,r ,'r+9'3 2 r+'/p,r+,' ,4 +!! +//,+ *+r+!/ , 2 ;,r9 /(/).. A@+ /r+pp'3 +' p+'3 /2+!! pr,7 r'3 2+'!'3. A!! +!!
+//,+ *+r+!/ 2+'!'3 @p*' /2+!! +ppr,7 C,*p+' pr,r ,2r /. A!! !4'3 @p*' /2+!! ,4 /2 + /3' /, +/ , pr7' +*+3/, 2 /'3 pp ,r ,+'3.
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232 r/,!,' '+73+,' //*%r+, p,/,''3 //* ;2 " *r/+r+8 ;22 /2+!! 447 7' r'3 +7r/ 7/! ,','/ +' +'32. C,'r+,r /2+!! 2+7 /44' /p+r p+r/ ,'&,+r , '/r + "# 2,r/+ + p,/,''3.
". C,'r+,r /2+!! prp+r +' /* + /r7 p,/,''3 pr,r '!'3+!/ ,4 2 +r3%7//! '+73+,'%p,/,''3 //* ;2 @p*' +'+!r+,' pr,r/8 /+,' /rp,'/8 . 4,r C,*p+' r7; +'+ppr,7+!.
A$%
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+!r'+7 +rr+'3*'/ 7. ++2*' ,4 ,/ ;2 2 +'2,r'3 ;r/ + 2r,//'3 !,+,'8 . /2+!! +rr ,.
F": R/"'# &o D/9/ Co/&"$ (A$&"Co''o#"o$ A$ Co$%'&) D'"$ F'S/$ R%&"f"%/&"o$1. F! rp+r/ , +*+3 +'&,rr,/,' +' ,'r ,+'3/ /2+!!
+,*p!/2 ;2 *+r+!/ +' *2,/8 ;22 +r ,*p+! ;2 2 p+r',+'38 +' pr,7 + 2,!+ 4r ,+'3 ;22 +r +p+! , 2 C,*p+'
Rpr/'+7.". I4 2 ,'r ;32 ,+'3 / +*+3 , 2 ' 2+ 2+/ ,* !,,/4r,* 2 pp!' +' / /B , /p+!!'38 /2+!! rp+r ' +,r+' ;22 r@r*'/.
. I4 ,2 ,'r ;32 ,+'3 +' +'&,rr,/,' ,+'3 +r +*+38 2C,'r+,r /2+!! r*,7 +!! ;32 ,+'3 *+r+! ;2'
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*',' ' 2 C,'r+ D,*' +' /* , C,*p+' 4,r +ppr,7+!.G'r+! +rr+'3*' ,4 2 3r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP,'/+!!+,' +' ,2r +//,+ ,pr+,'/ /2+!! +/ '+ ' 2 r!7+'r+;'3/ '! ' 2 C,'r+. Gr,+3/ /2+!! /3' , '/r ,'&,,* /+! 'r 2 100 +r /,r* ,','/. C+!!+,'/ /2+!! '!/+/ + *'** 2 +!!+,'/ 4,r /!*' ,4 /pp,r%/+! ,4 /pp,r8 +/,' /,! +r'3 +p+ /+!/2 r'3 2 /,! '7/3+,'
10. T2 !'32 ,4 2 4r /p+' ;' 2 ;, /pp,r/ /2+!! ', 2 !*/
+/ *',' ' 2 C,*p+' +ppr,7 ,*'/.11. T2 C,'r+,r /2+!! pr4,r* + +! '/p,' ,4 2 3r,+3/ '/+!!+,'8+'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/ +' /*+' '/p,' rp,r +' pr!*'+r +/&! /r7 rp,r , 2 C,*p+' 4,r +ppr,7+!. T2 '/p,' /2+!! ,' 2 C,'r+,r/ 7r/ 1" 2,r/ +4r ,*p!,' ,4 2 '/+!!+,'. T2/ rp,r /2+!! +!/, '! 2 7, +pr,r'3 +' *'** ,4 4,r 3,, @+! 'r;+r p2,,3r+p2/ ,4 2 23r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+,pr+,'/. T2 C,'r+,r /2+!! /* , C,*p+' 2 pr,r +' 22'@ 2 pr,p,// , / 4,r /2 '/p,' 4,r +ppr,7+!.
1". A!! +7+!+! ++ (+2*r8 /,! ,','8 pp!' /3' ,pr+'3,','/8 .) +r '!,/ ;2 2 'r ,*'/. A,'+! /r7/
* '//+r 2 ,'r+,r /2,! ,' 2*/!7/ + ',+,'+! ,/ , 2 ,*p+'.1. P+pr ;,r9 /*//,' 4,r /2pp'3 2+''! !+r+' /, 2+ 2 ;,r9 ;!! ',
2'r p+//'3 7//!/.1#. C,'r+,r /2,! pr4,r* pr&/r7 4,r ;,r9 3'/ , '/r 2r +r ',
/rp+'/ ;' /'3 ,*'/ % ++ +' 2 r+! ,','.15. A4r +!! ;,r9/ +r ,'8 +',2r /r7 /2+!! ,' , '/r 2+ 2
/p4+,'/ !+ , ' 2 /,p ,4 ;,r9 +r * ;2 +p+! r/!/. A!!r*+! ;,r9/ ,' +4r 2/ /r7 /2+!! +!.
1. D+!/ ,4 2 p,/,''3 +' +'2,r'3 ,4 2 7//!/. D+!/ (/2 +/!+r+') /2,! p+ /, 2+ 2 +'2,r ;,! ', p,/ r/9 , 2 pp!'/.
1
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'r;+r //* /+! 4,r *+** +' *'** ;+r p2/ '7,!7 '2 /,p ,4 ;,r9
. D/rp,' ,4 2 /p&&/p *2, ,4 ;,r9 4,r +2 pr,r ;22 ;!! ! 2 ,'r+,r.
#. D+!/ ,4 2 p,/,''3 //* 2+ ;!! / (4 +') , '/r 2+ 2'/+!!+,' / +rr , +!,'3 2 /3'+ !,+,' +!,'3 ;2 2 +r+ ,4 p,/,''3 C,*p! !/ ,4 *+'p,;r8 ,,!/8 @p*'8 +' ,'/*+!/ 2+;!! !.
5. L/ ,4 p,//! /pp!r/ +' /&,'r+,r/8 +!,'3 ;2 2r pr' '/*!+r !' ;2 2 4r/ !! p,' ,4 2/ /,'.. G'r+! ,r3+'+,' ,r ;,r98 /pr+8 /pp!/ +' r+'/p,r.
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". L+ , 2 +!/ 4,r 2 r*,7+! ,4 /r+p +' r/ 4r,* 2 ;,r9. M+9 /r2+ ,*p!/ ;2 +pp!+! 3,7r'*' !+;.
. Dr'3 2 3r,+3/ '/+!!+,'8 +'2,r r!+/8 RrP, '/+!!+,' +' ,2r +//,+ ,pr+,'/ C,'r+,r /2+!! ', /+r + +' p,' +!,'3 2 pp!'r,/8 2 ,'/r,' *+r+!/8 /r+p ,r ,2r ,B/. A' /+9/8 ,/ ,r *p,r+r ,/r,'/ p!+ +!,'3 2 pp!' r32 ,4 ;+ ' 2 ;+r ,r ,'!+' /2+!! r*,7 + C,'r+,r/ p'/ '!// C,*p+' /p4+!!r@// 2+ 2 !4 ' p!+.
#. W,r9 /p+ 4r'/2 , 2 C,'r+,r /2+!! !+' ,4 +!! /r+p +' r/+' r/,r , /2 /+! +' /+! ,',' +/ *+ r+/,'+!,'//' ;2 2 ,',' ,4 2 r32 ,4 ;+ pr,r , !+'3 ,4 2 pp!'.
5. A!! /rp!/ *+r+!/ /pp! C,*p+' /2+!! ,!! 2 C,'r+,r +' !7r , C,*p+'/ ;+r2,/ +/ *',' !/;2r ' 2 C,'r+.C,'r+,r /2+!! 9p + r,r ,4 +!! *+r+!/ rr' , C,*p+' +' /2+!!/* 2 /+* 4,r C,*p+' '4,r*+,'.
. A!! /rp!/ +' 47 *+r+!/ /pp! C,'r+,r +' +!! r+/28 r4/+' /p,! *+r+! /2+!! ', /p,/ ,44 4r,* 2 7//!/ ', 2/rr,''3 ;+r /2+!! ,!! +' /p,/ ,44 C,'r+,r ' +*+''r /+/4+,r , C,*p+'.
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Gr,+3/ /+! 7r +44 rr' 7!,8 /' 2 rr' pr//r ;,r9,' 3r,+3/ /r4+ ;!! r+ + 4,r + /,* !7! p' ,' rr' 7!,.Gr+/ pr//r ,rr + #5 3r prp'!+r , 3r,+3/ +/8 +/ /2,;'+ F3r =.58 /' 4r,* 2+ +'3!8 2 pr,B +r+ ,4 3r,+3/ / ;!! + /33/ 7+!. F,r ;,r9 ,' 3r,+3/ / +!!+ +/ 4,!!,;:
5 = Pressre . Are,
. 5 =
(1
2 ) +
2
). Are,
. 5 =( 12 ) + 2). H
2( A √ 2+& 82¿
W2r H 232 ,4 3r,+3/
W2! r//+' 4,r ,4 3r,+3/ / +!!+ +/ 4,!!,;:
R=+976e . :e#sit2 . ; .9,807
W2r ; / /,! 4r,' 4+,r8 +9' +/ 0.< +' -.=0< / +!r+,' ,4 3r+7.
$ 2,/ ;, +!!+,' +,78 *+** +!!,;+! rr' +' +!!+ +/4,!!,;:
T+! =.1 M+** A!!,;+! Crr' 4,r Gr, +3/ Sp4+,'
M7 T: V
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. PIPELINE STABILITY ANALYSIS
T2/ ,*' pr/'/ 2 ,'&,,* /+! +'+!// ,4 RV&08 RV&08 RV&"0 +'r,//'3 4!,;!'/ + $+!,98 $!8 D+pr8 M+'/ +' Tr+* r7r ,4 VICO I','/+8 ;22,*pr// 2 !+r+! /+! +'+!//8 7r+! /+! +'+!// +' 9!'3 +'+!//+,r'3 , /p4 pp!' ++ pr,7 VICO I','/+. T2 !+r+! /+!+'+!// 7r4 ;22r ,r ', 2 /3' pp!' +27 /2,r +' !,'3 r* /+!/B7 , '7r,'*'+! !,+'3/8 ;2!/ 2 7r+! /+! +'+!// 7r4 2 pp!'
/+! rr+ , ,+' ,4 2 pp!'.T2 +'+!// / +rr , +/ pr:
1. S$I 1&#
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-.1. V'&"%/: S&/4":"&= /$:/=#"#
T+! -." Pp!' W32 + V+r,/ C,',' (O! Tr+'/4r Pp!' 4,r E+*p!)
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T+! -. Vr+! S+! A'+!// (+) (O! Tr+'/4r Pp!' 4,r E+*p!)
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T+! -.# Vr+! S+! A'+!// () (O! Tr+'/4r Pp!' 4,r E+*p!)
T+! -."&-. /2,;/ 2 ,'&,,* /+! +'+!// 4,r 2 &'2 p,r 4!,;!'+,r'3 , pp!' ++ pr,7 VICO I','/+. I' 2 +'+!//8 2 4!,;!'/ ;r+'+! 4,r !+r+! +' 7r+! /+! , r*' 2 ,'r ;32 ,+'329'// r@r*' +/ ,' 2 /! pp ;+!! 29'//. T2 !+r+! /+! +'7r+! /+! +'+!// / pr4,r* /'3 '&2,//pr+/2.
$+/ ,' 2 r/!/ ,4 2 +'+!//8 *+** pp!' /!*' /+!! ,r/ r'32r,/ ,',' , 2 2+7 ;328 ;2! 2 *'** pp /p4 3r+7,r/ 4,r + ,rr, pp + 2 ' ,4 /3' !4. I / , ', 2+ pp!' 4!,+,' ;!!', ,r +/ ,4 r!+7! 232 /*r3 ;32 pr,7 ;32 ,4 2 pp!'/!4. T2 /p4 3r+7 ,4 2 p,r pp!' 2+/ /+/4 2 4!,++,' rr+ ,4 1.12'8 ', +94!! / r@r , /+! 2 pp 7r+!!. T2 *+** pp /!*'
3r+7 +r /**+r ' T+! -.5.
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A/ /r +,78 2 pp!' / +@+ , pr,7 ,2 /2,r&r* +' !,'3&r*7r+! /+! ;2 r/p , / /p4 3r+7 +' 4r2r 2+/ /+/4 2 4!,++,'rr+.
T+! -.5 S**+r 4,r Vr+! S+! A'+!//
Cr,//'3 PpEp S!*' (**)
I'/+!!+,
' Hr,/ Opr+,'R7 88"0 15.24 20.03 15.9
D+pr 1" 4.6& 20.53 6.6
1= 1.22 22.5 3.1
"0 0.45 23.31 2.&
"# 0.36 24.40 3.6
$+!,9 1" 4.6& 20.53 6.6
$! 1" O! 4.6& 20.53 1&.&4
1= 1.22 22.5 3.1
Tr+* G+/ 15.24 20.03 15.9
O! 15.24 20.03 19.3
-.". L/&'/: S&/4":"&= /$:/=#"#
T2/ !+r+! /+! +'+!// / +rr , ;2 +' +//*p,' 2+ +!! 4!,;!'/ (RV&08RV&08 RV&"08 $+!,98 $!8 D+pr8 Tr+*8 M+'/ r7r) +r ,*p,/ '+!pp!' ;22 2+/ / ,4 ?8 1"?8 1=?8 "0?8 "#?. Fr2r8 /,* '7r,'*'+! ,','/+r ,+' 4r,* ++ /pp! VICO I','/+8 +' /,* +r +//* /'3 +,'/r7+7 7+!/.
T2 +////*' ;+/ +rr , +/ ,' DNV&RP&E058 ,' ,,* /+! /3' ,4 /*+r' pp!'/. T2,32 2 pp!'/ +r ', !,+ ,44/2,r8 +B/*' 2+/ '+rr , , 4 ;2 2 / /+'+r.T2 4,!!,;'3 +/ ,','/ ;r ,'/r 2r,32, 2 +'+!//:
1. E'7r,'*'+! ,','/ (;+7 +' rr')". G,2'+! ,',' ,4 r7r (/,! !+//4+,'8 '/ ,4 /,!8 /r'32 ,4
/,!8 +' p,//! ,4 /! ,r !@4+,'). T,p,3r+p2+! ,',' (+/ ,' D ++ pr,7 VICO) (,p,3r+p2+!
4+r /2 +/ /!,p/)#. $+2*r(7+r+,' ' ;+r p2 +!,'3 2 pp!'8 )5. Pp!' ++ (OD8 ;+!! 29'//8 '/8 ,rr,/,' ,+'38 pr,pr/ ,4
pp!' *+r+!). A' !,+,' ,p4 pp!' r/r+'/ (r7r r,//'3)
T2r 44r' *2,/ +r r,**' +,r'3 , DNV&RP&E05 '+*!: '+*+'+!//8 3'r+! /+! +'+!// +' /*p!4 /+! +'+!//. T2/ rp,r ;+/82,;7r8 +/ ,' /*p!4 /+! +'+!// ,'/r'3 2 +7+!+! ,4 /pp,r'3++. T2/ p+r!+r +'+!// / +/ ,' + @+/&/+ +!+' ,4 4,r/ +'3 ,' 2pp.
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T+! -. L+r+! S+! A'+!// (+)
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T+! -. L+r+! S+! A'+!// ()
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T+! -.< L+r+! S+! A'+!// ()
T+! -. /2,;/ 2 r+p!+,' ,4 2 !+r+! /+! +'+!//. A/ /2,;' ' T+! -.()8 2 pp!' ;32 r'3 '/+!!+,'8 2r,/ +' ,pr+,' / 101
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2 /+! rr+ ;,! '+p+! (2 /'3 7+! ,4 2 r7r rr' / 0.#5*%/).
$ *,4'3 @+,' / ' !+r+! /+! +' 7r+! /+! +!!+,'8 *'**r pp !'32 / +!!+ , '/r !+r+! /+! 4,r +2 pp r,//'3.
-#7t < Ls = 5: < Lb
W2r :@'! N U!*+ $+r'3 C+p+ ,4 S,!L/ E//'3 L'32 ,4 Cr,//'3 4,r +2F R7r Crr' Dr+3 F,rL R,**' $r Pp L'32
H,;7r8 2r +r 4,r pp!'/ +/ /2,;' 43r -."8 -.8 +' -.# 2+ 4!! rr.$+/ ,4 2+8 pp!' /+! +'+!// ,4 2,/ pp!'/ +r ''//+r , ,.
F3r -. " R7r Pr,4! ,4 $+!,9 "0? "#? Cr,//'3/
F3r -. R7r Pr,4! ,4 $! "#? Cr,//'3
F3r -. # R7r Pr,4! ,4 $! "0? Cr,//'3
F,r *%/ /*+ rr' 7!, (7r ,'/r7+7 +//*p,')8 / r,**', // +! -.< !,; +/ ,' ,4 2 ,p,' , '/r pp!' /+!1.
T+! -.< R,**' $r Pp L'32 (L)
Cr,//'3 PpMr
L /p+' L
R7 N,.1 36.2 11.31
N,." 41.95 1.51
N,. 3.34 15.5&
N,.# 39.0& 16.31
R7 N,.1 15'14 4'661
N,." 19'2 5'933
N,. 19'41 5'96
1 Balok and Bulu 20” and 24” are full !ur"ed and need no# #o !e anal$ed
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N,.# 15'&1 4'&69
N,.5 16'92 5'21
N,. 1&'43 5'66
N,.< 1'& 5'503
N,.= 1&'0& 5'56&
N,.- 25'62 '&&9
R7 "0 N,.1 12'92 3'9&
N,." 14'3 4'53N,. 15'& 4'&&6
N,.# 16'53 5'09
N,.5 15'&1 4'&6&
T+! -.< R,**' $r Pp L'32 (L) (C,'')
Cr,//'3 PpMr
L /p+' L
$+!,9 1" 5" 1801
$! 1" 55 18-#
1= 0 -8"-D+pr 1" 0 -8"-
1= 0 -8"-
"0 "#
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M+** /r// rr' :
D4!,' / +!!+ +/ 4,!!,;/:
A /+'+r 4!,' !* 4r,* DNV RP&F105 : L
D<140,∧v
D
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#
1 1-8#00815<
# 0.1-1 1"
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"81
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16.CONCL+SION
R"#0 A####9$& of B: B/:o0 T"'/9 D/' R"!' < (/7') 44r' 7//! !+/// (A&10 ; $&&0 ;8 C&"10 ;8 D ;8 E&
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