【導讀】大學土木建筑工程學院。（二）堰頂溢流前沿寬度的擬定···············································3. （三）設(shè)計洪水位、校核洪水位的計算·······································4. （一）壩頂高程的確定··················&#

　　

【正文】 7 574 397 97 617 354 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 84 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 728 501 504 1131 98 30 666 568 438 1057 177 20 597 647 329 952 292 10 529 709 183 823 415 17 0 460 735 0 735 460 90 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 536 343 428 878 0 20 488 326 289 707 107 10 445 350 150 555 240 0 402 368 0 402 368 0 Y= 104 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 386 247 309 633 0 10 350 268 147 462 156 0 323 269 0 323 269 0 Y= 114 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 242 155 193 397 0 10 244 166 139 349 61 0 247 171 0 247 171 0 Y= 124 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 142 91 113 232 0 0 161 73 0 161 73 0 Y= [m] P= [kN] W= [kN] M=15991. [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 7 461 445 113 566 340 ****************************************************** 19。31230 ************* 方案 三（最優(yōu)） ： 數(shù)據(jù)： READ YT,YF,T0,YU,NU,YD,ND DATA ,84,5,84,0, READ Y8,Y9,VZ,FD 18 DATA ,90,30,3 READ Y3,Y4,VF DATA ,94,15 READ RD,YN,RN,NF,UT,UH DATA 24,92,7,20,7, READ F,FF,FC,RC,YC DATA ,1,500,14300, READ YG,XG DATA ,7 LET YY=10 LET XX=10 LET RD=RD/10 LET KP= NEW SPECIFICATION CONDITION 1 CONDITION 2 CRITICAL STATE LEFT RIGHT LEFT RIGHT Yv*(CP)=1/rd*(f*W/rf+C*A/rc) 15120 16633 15142 15743 [kN] Yv*(W/B6M/B2)(1+m2)=1/rd*(fc/rm) 1220 5296 1368 5296 [kPa] (W/B+6M/B2)=0 433 0 203 0 [kPa] **** STRESES amp。 STABILITY ANALYSIS OF GRAVITY DAM ********** BY WCT ************ STRESES amp。 SLIDING ON BASE Yu= 84 [m] Nu= 0 Yd= [m] Nd= .8 To= 5 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 682 506 433 484 2 496 705 203 644 1 Tb = [m] VOLUME OF DAM 986 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= 90 [m] Y= 84 [m] P= [kN] W= 23357. [kN] M= [kNm] 19 Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 506 345 358 793 59 30 548 453 351 854 147 20 592 566 289 869 290 10 637 652 172 817 472 0 682 686 0 686 682 90 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 339 217 271 556 0