发布时间 : 星期二 文章武水水工毕业设计计算说明书（水利工程毕业设计）更新完毕开始阅读efa17e126edb6f1aff001f96
附录一 经济剖面选择输入及输出数据
NPROF=31 ZU= 151.00 ZX= 172.67 N= .10 M= .700 VOL= 758.13
ICASE= 2 ZSEC= 136.00 SY= 6.87 S2U= 5.02 S1D= 104.17 KSH= 3.0394 KSL= .9279 ICASE= 4 ZSEC= 136.00 SY= -.61 S2U= -1.50 S1D= 113.03 KSH= 2.8675 KSL= .8645 ICASE= 5 ZSEC= 136.00 SY= -3.95 S2U= -4.61 S1D= 116.62 KSH= 2.7851 KSL= .8331
NPROF=32 ZU= 151.00 ZX= 172.67 N= .15 M= .700 VOL= 763.76
ICASE= 2 ZSEC= 136.00 SY= 7.71 S2U= 5.63 S1D= 103.08 KSH= 3.1100 KSL= .9504 ICASE= 4 ZSEC= 136.00 SY= .62 S2U= -.27 S1D= 111.46 KSH= 2.9348 KSL= .8861 ICASE= 5 ZSEC= 136.00 SY= -2.54 S2U= -3.15 S1D= 114.82 KSH= 2.8510 KSL= .8543
NPROF=33 ICASE= 2 ICASE= 4 ICASE= 5
NPROF=34 ICASE= 2 ICASE= 4 ICASE= 5
NPROF=35 ICASE= 2 ICASE= 4 ICASE= 5
ZU= 151.00 ZX= 172.67 N= .20 M= .700 VOL= 769.38
ZSEC= 136.00 SY= 8.51 S2U= 6.11 S1D= 102.07 KSH= 3.1806 ZSEC= 136.00 SY= 1.78 S2U= .84 S1D= 109.98 KSH= 3.0021 ZSEC= 136.00 SY= -1.22 S2U= -1.81 S1D= 113.14 KSH= 2.9168 ZU= 151.00 ZX= 172.67 N= .25 M= .700 VOL= 775.01
ZSEC= 136.00 SY= 9.26 S2U= 6.48 S1D= 101.12 KSH= 3.2511 ZSEC= 136.00 SY= 2.86 S2U= 1.83 S1D= 108.61 KSH= 3.0694 ZSEC= 136.00 SY= .02 S2U= -.60 S1D= 111.57 KSH= 2.9826 ZU= 151.00 ZX= 172.67 N= .30 M= .700 VOL= 780.63
ZSEC= 136.00 SY= 9.97 S2U= 6.75 S1D= 100.23 KSH= 3.3217 ZSEC= 136.00 SY= 3.87 S2U= 2.70 S1D= 107.32 KSH= 3.1368 ZSEC= 136.00 SY= 1.18 S2U= .50 S1D= 110.10 KSH= 3.0485 KSL= .9729 KSL= .9077 KSL= .8754 KSL= .9954 KSL= .9292 KSL= .8966 KSL= 1.0179 KSL= .9508 KSL= .9177
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附录二 坝体的稳定应力计算输入输出数据
附录二 坝体的稳定应力计算输入输出数据
（1）程序由武汉大学水利水电学院水工教研室提供的SAOGD1。 （2）输入数据
182.04,151,0.3,0.7,2.4,0.4,5,0 3,2,0,0
2,178.0,151.5,145.69,1.68,0,0 4,179.3,151.5,146.58,1.68,0,0 5,180.13,151.5,147.13,0.71,0,0 136,172.67,6,0,0,0.65,0.8,51.02 1,1,6,0
172.67,3,0,0.3,5*0 165,3,0,0.3,5*0 158,3,0,0.3,5*0 151,3,0,0.3,5*0 143,5.67,0,0.3,5*0 136,9.5,0.2,0.3,5*0
136,136,18.0,8.5,-8.76,0.65,0.8,51.02 2,2,3,0
99.37,169.61,101.58,170.92,115.62,158.92,113.88,161.42 118.74,154.47,140.11,148.74,99.37,163.61,100,162.98 97.6,165.38,3,15,17.21,1.85,0.95,142.37 55,25,39,112.74,121.97,182.04,0 170.66,1.27,0,0,170.16,-0.43,0.7,0.7 156,3,0,0.3,5*0 151,3,0,0.3,5*0 136,9.5,0.2,0.3,5*0
（3）输出数据
182.040 151.000 .300 .700 2.400 .400 5.000 .000
3 2 0 0
2 178.000 151.500 145.690 1.680 .000 .000 4 179.300 151.500 146.580 1.680 .000 .000 5 180.130 151.500 147.130 .710 .000 .000
136.000 172.670 6.000 .000 .000 .650 .800 51.020 1 1 6 0
172.670 3.000 .000 .300 .000 .000 .000 .000 165.000 3.000 .000 .300 .000 .000 .000 .000 158.000 3.000 .000 .300 .000 .000 .000 .000 151.000 3.000 .000 .300 .000 .000 .000 .000 143.000 5.670 .000 .300 .000 .000 .000 .000 136.000 9.500 .200 .300 .000 .000 .000 .000
NON WATER SPILLWAY BLOCK NO.= 1
.000 .000 .000 .000 .000 .000 41
附录二 坝体的稳定应力计算输入输出数据
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NORMAL UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT ----------------------------------------------------------------------------------- SECTION ELEVATION 172.67 -----------------------------------------
BOUNDARY CONDITION: SIGMA YU= 8.40274E+00 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.30362E+01 SUM TAU= 2.30362E+01
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.58315E+01 3.23092E+01 2.26165E+01 4.81408E+01 -1.90735E-06 5.50080E+01 1.00000E+00 6.12022E+00 2.83248E+01 1.27518E+01 3.41302E+01 3.14814E-01 6.55221E+01 3.00000E+00 -9.98921E-02 2.03560E+01 1.04928E-01 2.03565E+01 -1.00430E-01 8.97061E+01 6.00000E+00 -2.83902E-06 8.40274E+00 4.21703E-06 8.40274E+00 -2.86102E-06 9.00000E+01
SECTION ELEVATION 165.00 -------------------------------------------
BOUNDARY CONDITION: SIGMA YU= 2.12940E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-9.33317E+01 SUM TAU= 9.33317E+01
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.13849E+01 2.32346E+01 1.62642E+01 3.46195E+01 -1.90735E-06 5.50080E+01 1.36900E+00 1.05809E+01 2.30009E+01 1.45053E+01 3.25697E+01 1.01220E+00 5.65883E+01 6.36900E+00 9.09934E+00 2.21474E+01 7.31904E+00 2.54281E+01 5.81872E+00 6.58566E+01 8.36900E+00 8.69333E+00 2.18061E+01 4.10941E+00 2.29875E+01 7.51192E+00 7.39606E+01 1.13690E+01 -7.08278E-07 2.12940E+01 4.84288E-07 2.12940E+01 0.00000E+00 9.00000E+01
SECTION ELEVATION 158.00 -------------------------------------------
BOUNDARY CONDITION: SIGMA YU= 2.19593E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.08832E+02 SUM TAU= 2.08832E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.62349E+01 3.31325E+01 2.31928E+01 4.93675E+01 0.00000E+00 5.50080E+01 1.26900E+00 1.63599E+01 3.22610E+01 2.20361E+01 4.77370E+01 8.83980E-01 5.49196E+01 6.26900E+00 1.60372E+01 2.88271E+01 1.62688E+01 3.99127E+01 4.95163E+00 5.57294E+01 1.12690E+01 1.46804E+01 2.53932E+01 8.57155E+00 3.01443E+01 9.92925E+00 6.10007E+01 1.32690E+01 1.39275E+01 2.40196E+01 4.95228E+00 2.60438E+01 1.19034E+01 6.77686E+01 1.62690E+01 1.33071E-06 2.19593E+01 -3.94881E-07 2.19593E+01 1.90735E-06 9.00000E+01
SECTION ELEVATION 151.00 -------------------------------------------
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附录二 坝体的稳定应力计算输入输出数据
BOUNDARY CONDITION: SIGMA YU= 2.16902E+01 TAU U= 0.00000E+00 SIGMA XU= 2.00000E-01 EQUILIBRIUM CONDITION: SUM P=-3.73382E+02 SUM TAU= 3.73382E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.24812E+01 4.58799E+01 3.21159E+01 6.83611E+01 0.00000E+00 5.50080E+01 1.16900E+00 2.26736E+01 4.45441E+01 3.09282E+01 6.64133E+01 8.04424E-01 5.47360E+01 6.16900E+00 2.26943E+01 3.88306E+01 2.49984E+01 5.70306E+01 4.49430E+00 5.39437E+01 1.11690E+01 2.16612E+01 3.31172E+01 1.76916E+01 4.59850E+01 8.79343E+00 5.39701E+01 1.61690E+01 1.99067E+01 2.74037E+01 9.00782E+00 3.34118E+01 1.38986E+01 5.62970E+01 1.81690E+01 1.90773E+01 2.51183E+01 5.14874E+00 2.80671E+01 1.61285E+01 6.01991E+01 2.11690E+01 2.00000E-01 2.16902E+01 8.12113E-07 2.16902E+01 1.99999E-01 9.00000E+01
SECTION ELEVATION 143.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.55283E+01 TAU U=-3.63849E+00 SIGMA XU= 4.49155E+00 EQUILIBRIUM CONDITION: SUM P=-6.32164E+02 SUM TAU= 6.32164E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.91633E+01 5.95169E+01 4.16618E+01 8.86802E+01 0.00000E+00 5.50080E+01 1.76900E+00 2.82082E+01 5.68492E+01 3.95425E+01 8.45844E+01 4.72958E-01 5.49540E+01 6.76900E+00 2.57733E+01 4.93088E+01 3.32491E+01 7.28112E+01 2.27095E+00 5.47452E+01 1.17690E+01 2.38754E+01 4.17686E+01 2.65078E+01 6.07988E+01 4.84518E+00 5.43250E+01 1.67690E+01 2.27012E+01 3.42282E+01 1.93186E+01 4.86247E+01 8.30475E+00 5.33060E+01 2.17690E+01 2.24371E+01 2.66880E+01 1.16814E+01 3.64357E+01 1.26893E+01 5.01561E+01 2.34990E+01 2.25916E+01 2.40790E+01 8.93471E+00 3.23009E+01 1.43697E+01 4.73791E+01 2.67690E+01 1.17006E+01 1.91476E+01 2.53375E+00 1.99280E+01 1.09203E+01 7.28829E+01 2.91690E+01 4.49155E+00 1.55283E+01 -3.63850E+00 1.66199E+01 3.40000E+00 1.06699E+02 SECTION ELEVATION 136.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 9.96702E+00 TAU U=-1.13011E+00 SIGMA XU= 6.53903E+00 EQUILIBRIUM CONDITION: SUM P=-8.91934E+02 SUM TAU= 8.91934E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 3.29621E+01 6.72696E+01 4.70887E+01 1.00232E+02 0.00000E+00 5.50080E+01 1.66900E+00 3.23015E+01 6.46254E+01 4.51682E+01 9.64361E+01 4.90788E-01 5.48440E+01 6.66900E+00 3.02064E+01 5.67039E+01 3.92789E+01 8.49083E+01 2.00201E+00 5.43196E+01 1.16690E+01 2.81103E+01 4.87824E+01 3.31858E+01 7.32045E+01 3.68813E+00 5.36498E+01 1.66690E+01 2.62358E+01 4.08609E+01 2.68889E+01 6.14139E+01 5.68282E+00 5.26069E+01 2.16690E+01 2.48057E+01 3.29394E+01 2.03882E+01 4.96624E+01 8.08261E+00 5.06404E+01 2.66690E+01 2.40424E+01 2.50179E+01 1.36838E+01 3.82226E+01 1.08377E+01 4.60207E+01 3.16690E+01 1.41628E+01 1.70964E+01 7.31169E+00 2.30870E+01 8.17225E+00 5.06716E+01 3.61690E+01 6.53903E+00 9.96702E+00 -1.13011E+00 1.03061E+01 6.20000E+00 1.06699E+02
SHEARING SAFETY FACOR = 3.3217 SLIDING SAFETY FACTOR= 1.0179
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