寧村水庫(kù)重力壩初步設(shè)計(jì)水工建筑物計(jì)算書-免費(fèi)閱讀
【正文】 SLIDING ON BASE Yu= [m] Nu= .2 Yd= [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 519 538 300 532 2 320 756 53 713 .99 Tb = [m] VOLUME OF DAM 799 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= 90 [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 538 358 399 856 39 30 535 359 365 823 72 20 530 368 274 735 163 10 526 385 162 632 279 0 521 411 28 527 404 519 422 20 523 418 Y= 96 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 384 246 307 630 0 16 20 398 278 259 603 72 10 418 287 148 514 191 0 439 300 6 439 300 441 305 28 447 299 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 221 142 177 363 0 10 303 196 136 395 103 0 398 201 0 398 201 0 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 87 56 70 143 0 0 355 103 0 355 103 0 Y= 89 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 492 353 101 546 299 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 17 765 518 550 1205 78 30 712 487 476 1089 110 20 591 450 324 853 189 10 471 446 188 647 269 0 350 460 68 493 318 311 466 32 473 304 Y= 96 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 624 399 499 1023 0 20 526 355 357 808 74 10 376 334 176 532 178 0 226 346 43 360 212 207 349 30 355 201 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa
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