寧村水庫重力壩初步設(shè)計(jì)水工建筑物計(jì)算書(參考版)
2024-08-29 19:49本頁面
【正文】 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 。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 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 1 348 726 86 683 2 320 756 53 713 .99 Tb = [m] VOLUME OF DAM 799 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 726 493 519 1142 77 30 682 469 454
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