附录二 坝体的稳定应力计算输入输出数据
CONCRETE VOLUME PER METER LENGTH OF NON WATER SPILLWAY BLOCK = 7.806310E+02
DESIGN FLOOD UPSTRAM WATER LEVEL WITH CONSIDERING UPLIFT --------------------------------------------------------- SECTION ELEVATION 172.67 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.42988E+00 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-3.08102E+01 SUM TAU= 3.08102E+01
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.87386E+01 3.82421E+01 2.67695E+01 5.69807E+01 0.00000E+00 5.50080E+01 1.00000E+00 8.05187E+00 3.21067E+01 1.55772E+01 3.97594E+01 3.99193E-01 6.38362E+01 3.00000E+00 8.17677E-01 1.98360E+01 1.01018E+00 1.98895E+01 7.64171E-01 8.69680E+01 6.00000E+00 6.08945E-06 1.42988E+00 -1.34110E-07 1.42988E+00 6.07967E-06 9.00000E+01
SECTION ELEVATION 165.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.42522E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-1.11077E+02 SUM TAU= 1.11077E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.44762E+01 2.95433E+01 2.06803E+01 4.40196E+01 0.00000E+00 5.50080E+01 1.36900E+00 1.30426E+01 2.77021E+01 1.79809E+01 3.97897E+01 9.54922E-01 5.60889E+01 6.36900E+00 1.02599E+01 2.09771E+01 8.30530E+00 2.55025E+01 5.73457E+00 6.14151E+01 8.36900E+00 9.63763E+00 1.82871E+01 4.51589E+00 2.02151E+01 7.70964E+00 6.68807E+01 1.13690E+01 -4.11936E-07 1.42522E+01 5.96046E-07 1.42522E+01 0.00000E+00 9.00000E+01 SECTION ELEVATION 158.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.46604E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.35677E+02 SUM TAU= 2.35677E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.95028E+01 3.98017E+01 2.78612E+01 5.93046E+01 0.00000E+00 5.50080E+01 1.26900E+00 1.91814E+01 3.78407E+01 2.60459E+01 5.61775E+01 8.44534E-01 5.48538E+01 6.26900E+00 1.76451E+01 3.01139E+01 1.81677E+01 4.30871E+01 4.67183E+00 5.44701E+01 1.12690E+01 1.57213E+01 2.23871E+01 9.13155E+00 2.87750E+01 9.33342E+00 5.50258E+01 1.32690E+01 1.48559E+01 1.92964E+01 5.19285E+00 2.27238E+01 1.14286E+01 5.65748E+01 1.62690E+01 4.23948E-07 1.46604E+01 4.99189E-07 1.46604E+01 0.00000E+00 9.00000E+01
SECTION ELEVATION 151.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.42046E+01 TAU U= 0.00000E+00 SIGMA XU= 2.00000E-01 EQUILIBRIUM CONDITION: SUM P=-4.09327E+02 SUM TAU= 4.09327E+02
44
附录二 坝体的稳定应力计算输入输出数据
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.58677E+01 5.27913E+01 3.69539E+01 7.86590E+01 3.81470E-06 5.50080E+01 1.16900E+00 2.57215E+01 5.06604E+01 3.52736E+01 7.56037E+01 7.78229E-01 5.47344E+01 6.16900E+00 2.46436E+01 4.15465E+01 2.75342E+01 6.18971E+01 4.29291E+00 5.35318E+01 1.11690E+01 2.29727E+01 3.24325E+01 1.88994E+01 4.71849E+01 8.22035E+00 5.20253E+01 1.61690E+01 2.08981E+01 2.33186E+01 9.36909E+00 3.15553E+01 1.26614E+01 4.86802E+01 1.81690E+01 1.99975E+01 1.96730E+01 5.30623E+00 2.51440E+01 1.45266E+01 4.41242E+01 2.11690E+01 2.00002E-01 1.42046E+01 -6.70552E-08 1.42046E+01 2.00002E-01 9.00000E+01
SECTION ELEVATION 143.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 8.80189E+00 TAU U=-1.62057E+00 SIGMA XU= 3.88617E+00 EQUILIBRIUM CONDITION: SUM P=-6.75719E+02 SUM TAU= 6.75719E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 3.16581E+01 6.46085E+01 4.52259E+01 9.62666E+01 0.00000E+00 5.50080E+01 1.76900E+00 3.02766E+01 6.12240E+01 4.25656E+01 9.10412E+01 4.59385E-01 5.49887E+01 6.76900E+00 2.69607E+01 5.16579E+01 3.50572E+01 7.64778E+01 2.14084E+00 5.47022E+01 1.17690E+01 2.45468E+01 4.20918E+01 2.75647E+01 6.22463E+01 4.39232E+00 5.38269E+01 1.67690E+01 2.30755E+01 3.25258E+01 2.00882E+01 4.84370E+01 7.16426E+00 5.16182E+01 2.17690E+01 2.25877E+01 2.29597E+01 1.26275E+01 3.54026E+01 1.01448E+01 4.54219E+01 2.34990E+01 2.26553E+01 1.96498E+01 1.00499E+01 3.13141E+01 1.09910E+01 4.07478E+01 2.67690E+01 1.14082E+01 1.33936E+01 4.10664E+00 1.66258E+01 8.17598E+00 5.17947E+01 2.91690E+01 3.88617E+00 8.80188E+00 -1.62056E+00 9.28805E+00 3.40000E+00 1.06699E+02
SECTION ELEVATION 136.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 3.54770E+00 TAU U= 7.95689E-01 SIGMA XU= 5.96129E+00 EQUILIBRIUM CONDITION: SUM P=-9.38359E+02 SUM TAU= 9.38359E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 3.54519E+01 7.23508E+01 5.06456E+01 1.07803E+02 0.00000E+00 5.50080E+01 1.66900E+00 3.43946E+01 6.91759E+01 4.82631E+01 1.03086E+02 4.84570E-01 5.49078E+01 6.66900E+00 3.14102E+01 5.96646E+01 4.12141E+01 8.91055E+01 1.96925E+00 5.44602E+01 1.16690E+01 2.87875E+01 5.01533E+01 3.42980E+01 7.53936E+01 3.54719E+00 5.36502E+01 1.66690E+01 2.66385E+01 4.06419E+01 2.75147E+01 6.20318E+01 5.24865E+00 5.21385E+01 2.16690E+01 2.50751E+01 3.11306E+01 2.08642E+01 4.91856E+01 7.02012E+00 4.91284E+01 2.66690E+01 2.42092E+01 2.16192E+01 1.43465E+01 3.73191E+01 8.50940E+00 4.24211E+01 3.16690E+01 1.40199E+01 1.21079E+01 8.50464E+00 2.16221E+01 4.50569E+00 4.17932E+01 3.61690E+01 5.96129E+00 3.54770E+00 7.95689E-01 6.20000E+00 3.30900E+00 1.66992E+01
SHEARING SAFETY FACOR = 3.1368 SLIDING SAFETY FACTOR= .9508
45
附录二 坝体的稳定应力计算输入输出数据
CATASTROPHE FLOOD UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT ---------------------------------------------------------------
SECTION ELEVATION 172.67 -------------------------
BOUNDARY CONDITION: SIGMA YU= 2.30858E+00 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.96254E+01 SUM TAU= 2.96254E+01
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.79827E+01 3.66994E+01 2.56896E+01 5.46821E+01 0.00000E+00 5.50080E+01 1.00000E+00 7.68429E+00 3.09676E+01 1.49723E+01 3.82917E+01 3.60218E-01 6.39333E+01 3.00000E+00 9.80563E-01 1.95040E+01 9.83946E-01 1.95561E+01 9.28444E-01 8.69679E+01 6.00000E+00 8.71671E-06 2.30859E+00 2.22027E-06 2.30859E+00 8.82149E-06 8.99999E+01
SECTION ELEVATION 165.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.34300E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-1.16258E+02 SUM TAU= 1.16258E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 1.46498E+01 2.98975E+01 2.09283E+01 4.45473E+01 0.00000E+00 5.50080E+01 1.36900E+00 1.34692E+01 2.79146E+01 1.84113E+01 4.04693E+01 9.14507E-01 5.57099E+01 6.36900E+00 1.09407E+01 2.06723E+01 8.90533E+00 2.59545E+01 5.65857E+00 5.93259E+01 8.36900E+00 1.02514E+01 1.77754E+01 4.96512E+00 2.02428E+01 7.78404E+00 6.35752E+01 1.13690E+01 -1.21992E-06 1.34300E+01 -3.20375E-07 1.34300E+01 -9.53674E-07 9.00000E+01
SECTION ELEVATION 158.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.27700E+01 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.46668E+02 SUM TAU= 2.46668E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.02321E+01 4.12901E+01 2.89031E+01 6.15222E+01 0.00000E+00 5.50080E+01 1.26900E+00 1.99785E+01 3.90655E+01 2.70738E+01 5.82286E+01 8.15426E-01 5.47088E+01 6.26900E+00 1.84870E+01 3.03003E+01 1.90290E+01 4.43183E+01 4.46906E+00 5.36222E+01 1.12690E+01 1.64051E+01 2.15351E+01 9.64871E+00 2.89540E+01 8.98630E+00 5.24436E+01 1.32690E+01 1.54651E+01 1.80291E+01 5.52267E+00 2.24166E+01 1.10775E+01 5.15345E+01 1.62690E+01 -3.25802E-06 1.27700E+01 -1.51247E-06 1.27700E+01 -2.86102E-06 9.00000E+01
SECTION ELEVATION 151.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.16374E+01 TAU U= 0.00000E+00 SIGMA XU= 2.00000E-01 EQUILIBRIUM CONDITION: SUM P=-4.26128E+02 SUM TAU= 4.26128E+02
46
附录二 坝体的稳定应力计算输入输出数据
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.69460E+01 5.49918E+01 3.84943E+01 8.19379E+01 3.81470E-06 5.50080E+01 1.16900E+00 2.67934E+01 5.25977E+01 3.67365E+01 7.86319E+01 7.59285E-01 5.46758E+01 6.16900E+00 2.56213E+01 4.23576E+01 2.86555E+01 6.38418E+01 4.13714E+00 5.31396E+01 1.11690E+01 2.37914E+01 3.21176E+01 1.96625E+01 4.80529E+01 7.85609E+00 5.09772E+01 1.61690E+01 2.15514E+01 2.18775E+01 9.75768E+00 3.14735E+01 1.19554E+01 4.54787E+01 1.81690E+01 2.05960E+01 1.77815E+01 5.54041E+00 2.49051E+01 1.34724E+01 3.78742E+01 2.11690E+01 2.00001E-01 1.16374E+01 -1.84774E-06 1.16374E+01 2.00001E-01 9.00000E+01
SECTION ELEVATION 143.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 6.02392E+00 TAU U=-7.87175E-01 SIGMA XU= 3.63615E+00 EQUILIBRIUM CONDITION: SUM P=-6.97040E+02 SUM TAU= 6.97040E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 3.25293E+01 6.63864E+01 4.64705E+01 9.89157E+01 3.81470E-06 5.50080E+01 1.76900E+00 3.10784E+01 6.27256E+01 4.36775E+01 9.33575E+01 4.46548E-01 5.49573E+01 6.76900E+00 2.75707E+01 5.23786E+01 3.58705E+01 7.79292E+01 2.02000E+00 5.45376E+01 1.17690E+01 2.49741E+01 4.20315E+01 2.81923E+01 6.29570E+01 4.04869E+00 5.34158E+01 1.67690E+01 2.33335E+01 3.16845E+01 2.06429E+01 4.85700E+01 6.44800E+00 5.07176E+01 2.17690E+01 2.26933E+01 2.13375E+01 1.32223E+01 3.52551E+01 8.77576E+00 4.35325E+01 2.34990E+01 2.27129E+01 1.77574E+01 1.06847E+01 3.12035E+01 9.26693E+00 3.84720E+01 2.67690E+01 1.12823E+01 1.09905E+01 4.84505E+00 1.59837E+01 6.28916E+00 4.41374E+01 2.91690E+01 3.63615E+00 6.02392E+00 -7.87178E-01 6.26007E+00 3.40000E+00 1.06699E+02
SECTION ELEVATION 136.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 8.27171E-01 TAU U= 1.61185E+00 SIGMA XU= 5.71645E+00 EQUILIBRIUM CONDITION: SUM P=-9.61640E+02 SUM TAU= 9.61640E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 3.63832E+01 7.42514E+01 5.19760E+01 1.10635E+02 0.00000E+00 5.50080E+01 1.66900E+00 3.52261E+01 7.08633E+01 4.94551E+01 1.05612E+02 4.77509E-01 5.49070E+01 6.66900E+00 3.19987E+01 6.07131E+01 4.20583E+01 9.07972E+01 1.91461E+00 5.44240E+01 1.16690E+01 2.92019E+01 5.05630E+01 3.48944E+01 7.63748E+01 3.39005E+00 5.35092E+01 1.66690E+01 2.69284E+01 4.04128E+01 2.79634E+01 6.24354E+01 4.90582E+00 5.17779E+01 2.16690E+01 2.52708E+01 3.02626E+01 2.12654E+01 4.91781E+01 6.35538E+00 4.83471E+01 2.66690E+01 2.43220E+01 2.01125E+01 1.48002E+01 3.71664E+01 7.26808E+00 4.09531E+01 3.16690E+01 1.39549E+01 9.96232E+00 9.11562E+00 2.12903E+01 2.62696E+00 3.88237E+01 3.61690E+01 5.71645E+00 8.27170E-01 1.61185E+00 6.20000E+00 3.43616E-01 1.66992E+01
SHEARING SAFETY FACOR = 3.0485 SLIDING SAFETY FACTOR= .9177
47
