寧村水庫重力壩初步設(shè)計(jì)水工建筑物計(jì)算書-資料下載頁
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【正文】 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 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,NDDATA ,86,4,105,.2,.8READ Y8,Y9,VZ,FDDATA ,27,3READ Y3,Y4,VFDATA ,94,15READ RD,YN,RN,NF,UT,UHDATA 24,92,.7,20,6,.25READ F,FF,FC,RC,YCDATA .7,1,500,14300,READ YG,XGDATA 89,6NEW SPECIFICATION CONDITION 1 CONDITION 2 CRITICAL STATE LEFT RIGHT LEFT RIGHTYv*(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= 105 [m] Nu= .2 Yd= 124 [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFTCONDITION 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 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 0 0 121 149 0 149 121 90 Y= 89 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 417 400 131 540 277 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 86 [m] P= [kN] W= 20619. [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 757 513 543 1192 78 30 707 484 473 1082 109 20 593 448 324 853 189 10 479 445 191 654 271 0 365 460 72 498 327 322 467 30 473 316 Y= 96 [m] P= [kN] W= [kN] M=26629. [kNm]Xa [m] Sy [kPa] Sx [kPa]
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