寧村水庫(kù)重力壩初步設(shè)計(jì)水工建筑物計(jì)算書-資料下載頁(yè)
【導(dǎo)讀】（二）計(jì)算過(guò)程····························································································3. （二）堰頂溢流前沿寬度的擬定······································································
【正文】 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 [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 495 317 396 812 0 10 325 268 196 494 99 0 125 257 0 257 125 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 382 245 306 627 0 0 61 158 0 158 61 90 18 Y= 89 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 388 409 133 532 265 ****************************************************** 19。30118 ************* DSBSJJH2 !PR: GRAVITY DAM trubasic By WCT READ YT,YF,T0,YU,NU,YD,ND DATA ,86,4,105,.2,.8 READ Y8,Y9,VZ,FD DATA ,27,3 READ Y3,Y4,VF DATA ,94,15 READ RD,YN,RN,NF,UT,UH DATA 24,92,.7,20,6,.25 READ F,FF,FC,RC,YC DATA .7,1,500,14300, READ YG,XG DATA 89,6 NEW SPECIFICATION CONDITION 1 CONDITION 2 CRITICAL STATE LEFT RIGHT LEFT RIGHT Yv*(CP)=1/rd*(f*W/rf+C*A/rc) 14824 14412 13039 14366 [kN] Yv*(W/B6M/B2)(1+m2)=1/rd*(fc/rm) 1685 5296 1489 5296 [kPa] (W/B+6M/B2)=0 97 0 66 0 [kPa] **** STRESES amp。 STABILITY ANALYSIS OF GRAVITY DAM ********** BY WCT ************ STRESES amp。 SLIDING ON BASE 19 Yu= 105 [m] Nu= .2 Yd= 124 [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 358 719 97 676 2 331 748 66 705 Tb = [m] VOLUME OF DAM 806 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 719 488 514 1130 77 30 678 466 451 1035 108 20 583 439 315 834 188 10 489 437 186 651 275 0 394 452 65 494 352 358 460 21 464 354 Y= 96 [m] P= [kN] W= 11703. [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 574 367 459 941 0 20 502 339 338 768 73 10 389 326 173 533 182 0 277 338 39 357 258 256 342 18 346 253 20 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 444 284 355 728 0 10 321 256 187 478 99 0 175 248 0 248 175 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 322 206 258 528
鄂ICP備17016276號(hào)-1