水工建筑物计算书——宁村水库重力坝初步设计(编辑修改稿)内容摘要：
CONDITION 1 CONDITION 2 CRITICAL STATE LEFT RIGHT LEFT RIGHT Yv*(CP)=1/rd*(f*W/rf+C*A/rc) 15120 16067 15142 15198 [kN] Yv*(W/B6M/B2)(1+m2)=1/rd*(fc/rm) 1263 5296 1421 5296 [kPa] (W/B+6M/B2)=0 398 0 160 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 1 648 523 398 501 2 455 729 160 669 .96 Tb = [m] VOLUME OF DAM 952 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= 90 [m] Y= 84 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 523 356 371 820 59 30 551 454 361 867 138 20 583 566 298 872 277 10 616 652 177 812 456 0 648 686 0 686 648 90 13 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 352 225 282 577 0 20 432 293 228 600 124 10 508 316 134 577 247 0 584 319 0 584 319 0 Y= 104 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 211 135 169 346 0 10 373 213 119 437 150 0 503 221 0 503 221 0 Y= 114 [m] P= [kN] W= [kN] M= 5833. [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 87 56 70 143 0 0 419 123 0 419 123 0 Y= 124 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 81 52 64 132 0 0 287 25 0 287 25 0 Y= [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 7 568 397 101 615 351 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 742 510 515 1154 98 30 675 571 449 1075 171 20 598 647 338 961 284 10 520 709 188 825 404 0 442 735 0 735 442 90 14 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 547 350 438 897 0 20 493 330 300 722 100 10 441 351 156 558 233 0 389 368 0 389 368 0 Y= 104 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 397 254 317 650 0 10 353 269 155 471 151 0 317 269 0。阅读剩余 0%
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