重力壩計算說明書畢業論文-資料下載頁

　　

【正文】 S1D= KSH= KSL= .9375 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .8729 ICASE= 5 ZSEC= SY= .06 S2U= S1D= KSH= KSL= .8407 NPROF=24 ZU= ZX= N= .10 M= .725 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9600 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .8944 ICASE= 5 ZSEC= SY= S2U= .14 S1D= KSH= KSL= .8619 NPROF=25 ZU= ZX= N= .15 M= .725 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9825 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9160 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .8831 NPROF=26 ZU= ZX= N= .20 M= .725 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9376 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .9042 NPROF=27 ZU= ZX= N= .25 M= .725 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9591 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .9254 NPROF=28 ZU= ZX= N= .30 M= .725 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9807 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .9466 NPROF=29 ZU= ZX= N= .00 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .8829 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .8214 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .7908 NPROF=30 ZU= ZX= N= .05 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9054 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .8430 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .8119 NPROF=31 ZU= ZX= N= .10 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9279 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .8645 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .8331 NPROF=32 ZU= ZX= N= .15 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9504 ICASE= 4 ZSEC= SY= .62 S2U= S1D= KSH= KSL= .8861 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .8543 NPROF=33 ZU= ZX= N= .20 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9729 ICASE= 4 ZSEC= SY= S2U= .84 S1D= KSH= KSL= .9077 ICASE= 5 ZSEC= SY= S2U= S1D= KSH= KSL= .8754 NPROF=34 ZU= ZX= N= .25 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= .9954 ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9292 ICASE= 5 ZSEC= SY= .02 S2U= S1D= KSH= KSL= .8966 NPROF=35 ZU= ZX= N= .30 M= .700 VOL= ICASE= 2 ZSEC= SY= S2U= S1D= KSH= KSL= ICASE= 4 ZSEC= SY= S2U= S1D= KSH= KSL= .9508 ICASE= 5 ZSEC= SY= S2U= .50 S1D= KSH= KSL= .9177附錄二 壩體的穩定應力計算輸入輸出數據（1）程序由武漢大學水利水電學院水工教研室提供的 SAOGD1。（2）輸入數據,151,,5,03,2,0,02,,0,04,,0,05,,0,0136,6,0,0,1,1,6,0,3,0,5*0165,3,0,5*0158,3,0,5*0151,3,0,5*0143,0,5*0136,5*0136,136,,2,2,3,0,,,,100,3,15,55,25,39,0,0,0,156,3,0,5*0151,3,0,5*0136,5*0（3）輸出數據 .300 .700 .400 .000 3 2 0 0 2 .000 .000 4 .000 .000 5 .710 .000 .000 .000 .000 .650 .800 1 1 6 0 .000 .300 .000 .000 .000 .000 .000 .000 .300 .000 .000 .000 .000 .000 .000 .300 .000 .000 .000 .000 .000 .000 .300 .000 .000 .000 .000 .000 .000 .300 .000 .000 .000 .000 .000 .200 .300 .000 .000 .000 .000 .000 NON WATER SPILLWAY BLOCK NO.= 1 NORMAL UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT SECTION ELEVATION BOUNDARY CONDITION: SIGMA YU= +00 TAU U= +00 SIGMA XU= +00 EQUILIBRIUM CONDITION: SUM P=+01 SUM TAU= +01 POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE +00 +01 +01 +01 +01 +01 +00 +00 +01 +01 +01 +01 +00 +01 +01 +01 +00 +00 +00 +01 SECTION ELEVATION BOUNDARY CONDITION: SIGMA YU= +01 TAU U= +00 SIGMA XU= +00 EQUILIBRIUM CONDITION: SUM P=+01 SUM TAU= +01 POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE +