鎮(zhèn)墩穩(wěn)定計(jì)算

鎮(zhèn)墩抗滑穩(wěn)定計(jì)算,,,,,,,,,,,,,

項(xiàng)目,1號(hào),2號(hào),3號(hào),4號(hào),5號(hào),6號(hào),7號(hào),8號(hào),9號(hào),10號(hào),11號(hào),12號(hào),

鎮(zhèn)墩前鋼管長度m,3.585,50.459,60.671,101.453,53.88,36.705,81.817,128.009,12.092,48.177,72.481,86.42,735.749

鎮(zhèn)墩后鋼管長m,2,2,2,2,2,2,2,2,2,2,2,2,

鋼管直徑m,1,1,1,1,1,1,1,1,1,1,1,1,

鋼管傾角α,30.179,30.179,41.095,34.674,20.314,19.968,13.846,46.672,26.731,32.494,36.271,42.695,

鋼管傾角弧度值α,0.526722906,0.526722906,0.717243044,0.605175455,0.354546178,0.348507339,0.241658284,0.814580055,0.466543954,0.567127277,0.633048362,0.745168311,

鋼管厚度δm,0.008,0.008,0.01,0.01,0.012,0.014,0.016,0.018,0.02,0.018,0.02,0.02,

鋼管平均直徑,1.008,1.008,1.01,1.01,1.012,1.014,1.016,1.018,1.02,1.018,1.02,1.02,

前池高水位m,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,1102.345,7.603

水擊壓力升高系數(shù),0.15,0.15,0.15,0.15,0.15,0.15,0.3,0.3,0.3,0.3,0.3,0.3,9.872

鎮(zhèn)墩上游中心高程（鎮(zhèn)墩高程加20公分）m,1109.839,1086.87,1046.985,989.267,970.561,958.416,938.835,845.716,789.448,763.567,720.688,658.2,2.5

鎮(zhèn)墩上游中心水頭m,-8.6181,17.79625,63.664,130.0397,151.5516,165.51835,212.563,333.6177,406.7661,440.4114,496.1541,577.3885,2.5

鎮(zhèn)墩下游中心高程m,1109.439,1086.47,1046.586,988.867,970.161,958.016,938.435,845.416,789.048,763.167,720.288,657.8,22.475

鎮(zhèn)墩下游中心水頭（鎮(zhèn)墩高程減20公分）m,-8.1581,18.25625,64.12285,130.4997,152.0116,165.97835,213.083,334.0077,407.2861,440.9314,496.6741,577.9085,

管內(nèi)最大流速m,4,4,4,4,4,4,4,4,4,4,4,4,

上游伸縮節(jié)高程（上一個(gè)鎮(zhèn)墩減兩米）m,1100.5,1087.12,1053.4,996.3,978.2,959.7,951.6,938.3,848.2,789.6,734.1,1128.585,

上游伸縮節(jié)水頭m,2.12175,17.50875,56.28675,121.95175,142.76675,164.04175,195.9685,213.2585,330.3885,406.5685,478.7185,-34.112,

下游伸縮節(jié)高程（上一個(gè)鎮(zhèn)墩減兩米）m,1099.7,1086.5,1052.6,995.6,977.5,959.2,951,937.8,847.6,788.95,733.5,1090,

下游伸縮節(jié)水頭m,3.04175,18.22175,57.20675,122.75675,143.57175,164.61675,196.7485,213.9085,331.1685,407.4135,479.4985,16.0485,

止水盒寬m,0.15,0.15,0.15,0.15,0.15,0.15,0.15,0.15,0.15,0.15,0.15,0.15,

盤根與鋼管摩擦系數(shù),0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,

止水盒外徑m,1.024,1.024,1.028,1.028,1.032,1.036,1.04,1.044,1.048,1.044,1.048,1.048,

水容重KN/m3,9.81,9.81,9.81,9.81,9.81,9.81,9.81,9.81,9.81,9.81,9.81,9.81,

鋼容重KN/m3,76.93,76.93,76.93,76.93,76.93,76.93,76.93,76.93,76.93,76.93,76.93,76.93,

單位管長水重qwKN,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,7.704749475,

單位管長管重qsKN,2.18279917,2.18279917,2.733912652,2.733912652,3.287191608,3.84263604,4.400245947,4.960021329,5.521962187,4.960021329,5.521962187,5.521962187,

支墩與鋼管摩擦系數(shù),0.1,0.1,0.1,0.1,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,

支墩間距m,8,8,8,8,8,8,8,8,8,8,9,9,

段內(nèi)支墩數(shù),0,7,8,13,21,16,20,12,10,16,12,6,

地基與鎮(zhèn)墩摩擦系數(shù)f,0.4,0.4,0.4,0.4,0.45,0.45,0.45,0.45,0.45,0.45,0.45,0.45,

安全系數(shù)K,1.3,1.3,1.3,1.3,1.3,1.3,1.3,1.3,1.3,1.3,1.3,1.3,

運(yùn)行條件下荷載:,,,,,,,,,,,,,

計(jì)入附件后上段自重分力A1'KN,3.933820425,55.36865965,109.027406,157.7939443,61.48770695,48.16584252,86.15627033,461.8699835,30.03400338,128.3714415,236.7824833,323.5925902,

計(jì)入附件后下段自重分力A1''KN,2.194599958,2.869549146,3.110680695,1.898236505,2.245120713,1.839185926,6.401807885,4.462057867,5.932920722,5.868748596,7.488835692,0,

鎮(zhèn)墩上游端內(nèi)水壓力A3'KN,-66.40030145,137.1156478,490.5151706,1001.92331,1167.667111,1275.27742,1637.744663,2570.440799,3134.030895,3393.259503,3822.743041,4448.633742,

"鎮(zhèn)墩下游端內(nèi)水壓力A3""KN",-62.85611669,140.6598326,494.0504949,1005.467495,1171.211295,1278.821605,1641.751132,2573.445651,3138.037365,3397.265973,3826.749511,4452.640212,

漸縮管內(nèi)水壓力A4'KN,0,0,0,0,0,0,0,0,0,0,5.390261995,32.29062431,

上游伸縮節(jié)管端水壓力A5'KN,0.794098696,6.55292826,24.62581866,53.3546826,71.52523231,92.63885744,123.2068769,147.7741398,250.2387914,281.7252788,362.5850744,-25.8366912,

"下游伸縮節(jié)管端水壓力A5""KN",1.138423333,6.819779855,25.02832464,53.70687533,71.92853218,92.96357565,123.6972688,148.2245471,250.8295694,282.3108083,363.1758524,12.15525735,

上游伸縮節(jié)與鋼管摩擦力A6'KN,5.021968035,41.44144354,133.7454648,289.7750091,340.5544402,392.8203025,471.0851176,514.6199585,800.3242595,981.1016424,1159.634881,-82.63199579,

"下游伸縮節(jié)與鋼管摩擦力A6""KN",7.199515151,43.12904256,135.931518,291.6878056,342.4746795,394.1972183,472.9601454,516.1884914,802.2137107,983.1407352,1161.524333,38.87545686,

上游支墩對管壁摩擦力A7'KN,3.064236286,43.12923256,47.72861696,87.09516518,277.7052737,199.1832992,480.8079931,556.2141881,71.42229643,257.3150904,386.4593798,420.0567805,

上游水流離心力A8'KN,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,

"下游水流離心力A8""KN",12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,12.56636,

鎮(zhèn)墩前法向力Q'KN,34.1895262,34.1895262,31.46717012,34.33911868,41.23315126,43.41278828,47.01301618,34.76094263,47.2525944,42.72828785,47.9868437,43.7457883,

"鎮(zhèn)墩后法向力Q""KN",17.0947631,14.90292393,17.16955934,19.57884104,20.66228803,21.70639414,23.50650809,17.38047131,23.6262972,21.36414392,21.32748609,19.44257258,

檢修工況下荷載：,,,,,,,,,,,,,

計(jì)入附件后上段自重分力A1'KN,3.933820425,55.36865965,109.027406,157.7939443,61.48770695,48.16584252,86.15627033,461.8699835,30.03400338,128.3714415,236.7824833,323.5925902,

計(jì)入附件后下段自重分力A1''KN,2.194599958,2.869549146,3.110680695,1.898236505,2.245120713,1.839185926,6.401807885,4.462057867,5.932920722,5.868748596,7.488835692,0,

上游伸縮節(jié)與鋼管摩擦力A6'KN,5.021968035,41.44144354,133.7454648,289.7750091,340.5544402,392.8203025,471.0851176,514.6199585,800.3242595,981.1016424,1159.634881,-82.63199579,

"下游伸縮節(jié)與鋼管摩擦力A6""KN",7.199515151,43.12904256,135.931518,291.6878056,342.4746795,394.1972183,472.9601454,516.1884914,802.2137107,983.1407352,1161.524333,38.87545686,

上游支墩對管壁摩擦力A7'KN,0.676468219,9.521313769,12.50024842,22.81044938,83.04906643,66.28244317,174.7768875,217.835307,29.81778316,100.7746888,161.3412416,175.367674,

鎮(zhèn)墩前法向力Q'KN,7.547762555,7.547762555,8.241333368,8.993504135,12.33096755,14.44652078,17.08954251,13.61374947,19.72727963,16.73407457,20.03381817,18.26323844,

"鎮(zhèn)墩后法向力Q""KN",3.773881278,3.290005558,4.496752068,5.127749186,6.179154283,7.461956986,6.038668179,8.859869409,9.314972748,7.997814468,8.116994861,11.04392437,

校核情況下荷載:,,,,,,,,,,,,,

計(jì)入附件后上段自重分力A1'KN,3.933820425,55.36865965,109.027406,157.7939443,61.48770695,48.16584252,86.15627033,461.8699835,30.03400338,128.3714415,236.7824833,323.5925902,

計(jì)入附件后下段自重分力A1''KN,2.194599958,2.869549146,3.110680695,1.898236505,2.245120713,1.839185926,6.401807885,4.462057867,5.932920722,5.868748596,7.488835692,0,

關(guān)閉的閥門及悶頭上的力A2''KN,0,0,0,0,0,0,0,0,0,0,0,0,

鎮(zhèn)墩上游端內(nèi)水壓力A3'KN,-83.00037681,171.3945598,613.1439632,1252.404138,1459.583888,1594.096775,2047.180828,3213.050999,3917.538619,4241.574379,4778.428802,5560.792178,

"鎮(zhèn)墩下游端內(nèi)水壓力A3""KN",-78.57014586,175.8247908,617.5631186,1256.834369,1464.014119,1598.527006,2052.188915,3216.807064,3922.546706,4246.582466,4783.436889,5565.800265,

漸縮管內(nèi)水壓力A4'KN,0,0,0,0,0,0,0,0,0,0,0,0,

上游伸縮節(jié)管端水壓力A5'KN,0.992623369,8.191160326,30.78227333,66.69335325,89.40654038,115.7985718,154.0085961,184.7176748,312.7984892,352.1565985,453.231343,-32.295864,

"下游伸縮節(jié)管端水壓力A5""KN",1.423029167,8.524724818,31.2854058,67.13359416,89.91066522,116.2044696,154.621586,185.2806839,313.5369617,352.8885104,453.9698155,15.19407169,

鎮(zhèn)墩前法向力Q'KN,34.1895262,34.1895262,31.46717012,34.33911868,41.23315126,43.41278828,47.01301618,34.76094263,47.2525944,42.72828785,47.9868437,43.7457883,

"鎮(zhèn)墩后法向力Q""KN",17.0947631,14.90292393,17.16955934,19.57884104,20.66228803,21.70639414,23.50650809,17.38047131,23.6262972,21.36414392,21.32748609,19.44257258,

各工況下荷載組合：,,,,,,,,,,,,,

運(yùn)行溫升,,,,,,,,,,,,,

上游向合力ΣA'KN,-41.01981801,296.1742719,818.208837,1602.508471,1931.506124,2020.652082,2811.567281,4263.485429,4298.616606,5054.339316,5986.161482,5128.67141,

上游合力水平分力ΣA'*COSα,-35.45995557,256.0305489,616.6191691,1317.906642,1811.374432,1899.177544,2729.870055,2925.492586,3839.215524,4263.070933,4826.209983,3769.439021,

上游合力垂直分力ΣA'*SINα,-20.62079098,148.887734,537.8164197,911.6772921,670.5509469,690.0431102,672.8447502,3101.419212,1933.527577,2715.248081,3541.444125,3477.72913,

"下游合力ΣA""KN",44.14641817,-200.3054659,-664.4660168,-1361.530299,-1595.935746,-1776.709573,-2244.573099,-3245.962992,-4197.714084,-4669.415128,-5356.527221,-4516.237286,

"下游合力水平分力ΣA""*COSα",38.16277357,-150.9543583,-546.4583759,-1276.848747,-1499.993669,-1725.082765,-1540.167562,-2899.060942,-3540.552341,-3764.612427,-3936.907067,-4516.237286,

"下游合力垂直分力ΣA""*SINα",22.19254267,-131.6626803,-378.0189557,-472.675401,-545.0044943,-425.1897925,-1632.78666,-1460.041575,-2255.059346,-2762.450165,-3632.237135,0,

上游法向力水平分力Q'*SINα,-17.1871819,-17.1871819,-20.68366902,-19.53574367,-14.31469892,-14.82526147,-11.25082844,-25.28641345,-21.25432499,-22.9541181,-28.38926517,-29.66382326,

上游法向力垂直分力Q'*COSα,29.55544756,29.55544756,23.7143128,28.24056994,38.6686198,40.80296324,45.64693363,23.85205289,42.20262251,36.03907663,38.68832887,32.15200745,

"下游法向力水平分力Q""*SINα",-8.593590948,-9.795833081,-9.767871836,-6.797084533,-7.056073446,-5.194623456,-17.09951565,-7.817775731,-12.6923133,-12.63913815,-14.46207287,0,

"下游法向力垂直分力Q""*COSα",14.77772378,11.23115293,14.12028497,18.36111811,19.42014352,21.07565975,16.12955322,15.5229883,19.92754632,17.2243674,15.6751431,19.44257258,

ΣX,-23.07795484,78.09317564,39.70925235,14.72506683,290.0099907,154.0748934,1161.352148,-6.672544912,264.716544,462.8652504,846.4515777,-776.4620886,

ΣY,45.90492303,58.01165425,197.6320617,485.6035792,183.6352159,326.7319407,-898.1654226,1680.752679,-259.4016003,6.061360402,-36.42953811,3529.32371,

Gd,29.0984302,195.7911666,-68.57699159,-437.747112,654.1714239,118.373307,4253.18274,-1661.476438,1024.138283,1331.104918,2481.734096,-1286.21101,

Vd,1.212434592,8.157965274,-2.85737465,-18.239463,27.25714266,4.932221126,177.2159475,-69.22818492,42.67242846,55.46270494,103.4055873,-53.59212541,

運(yùn)行溫降,,,,,,,,,,,,,

上游向合力ΣA'KN,-57.19222665,127.0329196,455.2606734,848.768123,694.9866958,836.6448785,907.7810592,2121.817136,2555.123494,2577.50585,2893.97296,4453.821841,

上游合力水平分力ΣA'*COSα,-49.44034163,109.8147653,343.0938967,698.0288506,651.7613981,786.3487136,881.4031756,1455.93562,2282.052735,2173.991413,2333.20154,3273.442281,

上游合力垂直分力ΣA'*SINα,-28.75071145,63.85984655,299.2471535,482.8695996,241.2749208,285.7102612,217.2438569,1543.489368,1149.300389,1384.665211,1712.089386,3020.116657,

"下游合力ΣA""KN",58.54544847,-114.0473808,-392.6029808,-778.1546883,-910.9863872,-988.3151365,-1298.652808,-2213.586009,-2593.286663,-2703.133657,-3033.478555,-4438.486372,

"下游合力水平分力ΣA""*COSα",50.61014656,-85.94847425,-322.8775917,-729.7566854,-856.2210707,-959.5971308,-891.1017112,-1977.015991,-2187.301703,-2179.341583,-2229.527205,-4438.486372,

"下游合力垂直分力ΣA""*SINα",29.4309803,-74.96442377,-223.3543403,-270.1479207,-311.0975341,-236.5167128,-944.6887612,-995.6760475,-1393.142841,-1599.187867,-2056.988232,0,

上游法向力水平分力Q'*SINα,-17.1871819,-17.1871819,-20.68366902,-19.53574367,-14.31469892,-14.82526147,-11.25082844,-25.28641345,-21.25432499,-22.9541181,-28.38926517,-29.66382326,

上游法向力垂直分力Q'*COSα,29.55544756,29.55544756,23.7143128,28.24056994,38.6686198,40.80296324,45.64693363,23.85205289,42.20262251,36.03907663,38.68832887,32.15200745,

"下游法向力水平分力Q""*SINα",-8.593590948,-9.795833081,-9.767871836,-6.797084533,-7.056073446,-5.194623456,-17.09951565,-7.817775731,-12.6923133,-12.63913815,-14.46207287,0,

"下游法向力垂直分力Q""*COSα",14.77772378,11.23115293,14.12028497,18.36111811,19.42014352,21.07565975,16.12955322,15.5229883,19.92754632,17.2243674,15.6751431,19.44257258,

ΣX,-24.61096791,-3.116723952,-10.23523589,-58.06066299,-225.830445,-193.2683022,-38.0488797,-554.1845604,60.80439364,-40.94342655,60.82299692,-1194.707915,

ΣY,45.01344018,29.68202326,113.7274109,259.323367,-11.73385003,111.0721714,-665.6684175,587.1883615,-181.7122833,-161.2592119,-290.5353741,3071.711237,

Gd,34.97220553,-19.55267042,-80.46289431,-70.62621229,664.1329134,447.2584794,775.5874033,1013.789257,357.3694205,279.540222,466.2462541,379.6671834,

Vd,1.45717523,-0.814694601,-3.352620596,-2.942758845,27.67220473,18.63576998,32.3161418,42.24121905,14.89039252,11.64750925,19.42692725,15.81946598,

檢修溫升,,,,,,,,,,,,,

上游向合力ΣA'KN,9.63225668,106.331417,255.2731193,470.3794027,485.0912136,507.2685882,732.0182754,1194.325249,860.1760461,1210.247773,1557.758606,416.3282684,

上游合力水平分力ΣA'*COSα,8.326692083,91.91916259,192.3791232,386.8410994,454.9205466,476.7733742,710.7476258,819.5148594,768.247446,1020.780715,1255.908341,305.9903618,

上游合力垂直分力ΣA'*SINα,4.842165599,53.45313632,167.7934396,267.6018429,168.4065966,173.229819,175.1815285,868.7969819,386.909152,650.1587521,921.5780565,282.3103356,

"下游合力ΣA""KN",-5.004915193,-40.25949341,-132.8208373,-289.7895691,-340.2295588,-392.3580324,-466.5583376,-511.7264336,-796.2807899,-977.2719866,-1154.035497,-38.87545686,

"下游合力水平分力ΣA""*COSα",-4.326544557,-30.3403902,-109.2321612,-271.7658565,-319.7761473,-380.9570735,-320.1401718,-457.0372861,-671.6212106,-787.9038733,-848.1858332,-38.87545686,

"下游合力垂直分力ΣA""*SINα",-2.515986542,-26.46294641,-75.56262163,-100.6047392,-116.186782,-93.89639866,-339.392034,-230.1757197,-427.7710204,-578.1591669,-782.5463056,0,

上游法向力水平分力Q'*SINα,-3.794283875,-3.794283875,-5.417106495,-5.116461874,-4.280877945,-4.933418387,-4.089750597,-9.903151979,-8.873375476,-8.989733579,-11.85211055,-12.38422025,

上游法向力垂直分力Q'*COSα,6.524732138,6.524732138,6.210839951,7.396278424,11.56403237,13.57804646,16.59296247,9.341400086,17.61898888,14.11431691,16.15182175,13.42300142,

"下游法向力水平分力Q""*SINα",-1.897141937,-2.162551821,-2.558230937,-1.780174046,-2.110151905,-1.785743709,-4.392753727,-3.985189515,-5.00410841,-4.731548447,-5.504097888,0,

"下游法向力垂直分力Q""*COSα",3.262366069,2.479416503,3.698139212,4.808824397,5.807685132,7.24513088,4.143576725,7.912998829,7.856692454,6.448060605,5.965778408,11.04392437,

ΣX,-1.691278286,55.6219367,75.17162464,108.178607,128.7533695,89.09713863,382.1249497,348.5892318,82.74875154,219.1555599,390.3662995,254.7306847,

ΣY,12.11327726,35.99433855,102.1397971,179.2022064,69.5915321,100.1565976,-143.4739663,655.8756611,-15.38618705,92.56196269,161.1493511,306.7772614,

Gd,-6.616622834,144.7769557,142.167983,172.3782662,302.3626464,157.2351362,1247.390488,351.1598975,254.438136,540.5540993,966.5755141,429.1113834,

Vd,-0.275692618,6.032373155,5.923665958,7.182427759,12.5984436,6.551464008,51.97460366,14.63166239,10.601589,22.52308747,40.27397976,17.87964097,

檢修溫降,,,,,,,,,,,,,

上游向合力ΣA'KN,-1.764615829,4.405902334,-37.21830726,-154.7915141,-362.1157997,-410.9369032,-559.7057348,-270.5852821,-800.1080393,-953.5048898,-1084.19364,230.8569121,

上游合力水平分力ΣA'*COSα,-1.525438238,3.808722432,-28.04848916,-127.3008962,-339.5936948,-386.2328133,-543.4420636,-185.6685685,-714.5990179,-804.2315179,-874.1070857,169.6737777,

上游合力垂直分力ΣA'*SINα,-0.887077904,2.214860902,-24.46394594,-88.06187985,-125.713861,-140.333005,-133.9448883,-196.8338831,-359.8904253,-512.2335799,-641.4145705,156.5430389,

"下游合力ΣA""KN",9.394115109,45.9985917,139.0421987,293.5860421,344.7198003,396.0364042,479.3619533,520.6505493,808.1466314,989.0094838,1169.013168,38.87545686,

"下游合力水平分力ΣA""*COSα",8.120828432,34.66549384,114.348623,275.3262046,323.9964511,384.5285609,328.9256792,465.0076651,681.6294274,797.3669702,859.194029,38.87545686,

"下游合力垂直分力ΣA""*SINα",4.722451086,30.23531008,79.10199381,101.9227411,117.7201782,94.77668106,348.7058644,234.1898074,434.1454842,585.103131,792.7025976,0,

上游法向力水平分力Q'*SINα,-3.794283875,-3.794283875,-5.417106495,-5.116461874,-4.280877945,-4.933418387,-4.089750597,-9.903151979,-8.873375476,-8.989733579,-11.85211055,-12.38422025,

上游法向力垂直分力Q'*COSα,6.524732138,6.524732138,6.210839951,7.396278424,11.56403237,13.57804646,16.59296247,9.341400086,17.61898888,14.11431691,16.15182175,13.42300142,

"下游法向力水平分力Q""*SINα",-1.897141937,-2.162551821,-2.558230937,-1.780174046,-2.110151905,-1.785743709,-4.392753727,-3.985189515,-5.00410841,-4.731548447,-5.504097888,0,

"下游法向力垂直分力Q""*COSα",3.262366069,2.479416503,3.698139212,4.808824397,5.807685132,7.24513088,4.143576725,7.912998829,7.856692454,6.448060605,5.965778408,11.04392437,

ΣX,0.903964382,32.51738057,78.32479645,141.1286725,-21.98827354,-8.423414461,-222.9988886,265.4507551,-46.84707437,-20.58582978,-32.26926518,196.1650143,

ΣY,13.62247139,41.45431963,64.54702704,26.06596404,9.37803467,-24.73314661,235.4975153,54.61032323,99.73074033,93.43192862,173.4056272,181.0099647,

Gd,-10.68458715,64.22716724,190.0085614,432.6022217,54.14364446,49.06745505,408.7214964,712.2474137,35.60525229,-33.96175371,-80.18330555,385.6889654,

Vd,-0.445191131,2.676131968,7.917023393,18.02509257,2.255985186,2.044477294,17.03006235,29.67697557,1.483552179,-1.415073071,-3.340971065,16.07037356,

校核情況下:,,,,,,,,,,,,,

上游向合力ΣA'KN,-78.07393302,234.9543798,752.9536425,1476.891435,1610.478136,1758.06119,2287.345695,3859.638657,4260.371112,4722.102419,5468.442628,5852.088904,

上游合力水平分力ΣA'*COSα,-67.49172303,203.1084552,567.4414996,1214.598903,1510.313057,1652.372698,2220.881058,2648.383456,3805.057396,3982.846482,4408.810635,4301.131912,

上游合力垂直分力ΣA'*SINα,-39.24801064,118.1123026,494.9235622,840.212959,559.1013279,600.3695649,547.3916819,2807.645923,1916.324666,2536.766673,3235.158971,3968.275295,

"下游合力ΣA""KN",79.34171666,-181.4799664,-645.7378437,-1322.069726,-1551.679664,-1712.89229,-2200.408694,-3397.62569,-4230.150747,-4593.602228,-5229.917869,-5580.994337,

"下游合力水平分力ΣA""*COSα",68.58767015,-136.767071,-531.0562834,-1239.842458,-1458.398107,-1663.119855,-1509.863098,-3034.515168,-3567.91097,-3703.489957,-3843.852513,-5580.994337,

"下游合力垂直分力ΣA""*SINα",39.88532945,-119.2885011,-367.3643786,-458.9760788,-529.8912518,-409.9174837,-1600.659815,-1528.259803,-2272.484687,-2717.59886,-3546.383901,0,

上游法向力水平分力Q'*SINα,-17.1871819,-17.1871819,-20.68366902,-19.53574367,-14.31469892,-14.82526147,-11.25082844,-25.28641345,-21.25432499,-22.9541181,-28.38926517,-29.66382326,

上游法向力垂直分力Q'*COSα,29.55544756,29.55544756,23.7143128,28.24056994,38.6686198,40.80296324,45.64693363,23.85205289,42.20262251,36.03907663,38.68832887,32.15200745,

"下游法向力水平分力Q""*SINα",-8.593590948,-9.795833081,-9.767871836,-6.797084533,-7.056073446,-5.194623456,-17.09951565,-7.817775731,-12.6923133,-12.63913815,-14.46207287,0,

"下游法向力垂直分力Q""*COSα",14.77772378,11.23115293,14.12028497,18.36111811,19.42014352,21.07565975,16.12955322,15.5229883,19.92754632,17.2243674,15.6751431,19.44257258,

ΣX,-24.68482572,39.3583692,5.933675324,-51.57638308,30.54417717,-30.76704263,682.6676155,-419.2359007,203.1997871,243.7632691,522.1067832,-1309.526248,

ΣY,44.97049014,39.61040189,165.3937814,427.8385682,87.29883945,252.3307042,-991.491646,1318.761161,-294.0298522,-127.5687436,-256.861458,4019.869875,

Gd,35.25519346,88.30429799,-146.1093366,-260.2153232,0.939894582,-163.4481366,2963.642535,-107.635226,881.0514592,831.7737433,1765.169943,-236.7940474,

Vd,1.468966394,3.67934575,-6.087889024,-10.84230513,0.039162274,-6.810339026,123.4851056,-4.484801084,36.71047747,34.6572393,73.54874762,-9.866418642,

最不利工況,運(yùn)行溫升,檢修溫降,運(yùn)行溫升,檢修溫降,運(yùn)行溫升,檢修溫降,檢修溫降,運(yùn)行溫升,檢修溫降,運(yùn)行溫升,檢修溫降,檢修溫降,

ΣX,0.903964382,78.09317564,78.32479645,108.178607,290.0099907,154.0748934,1161.352148,-6.672544912,264.716544,462.8652504,846.4515777,19.44257258,

ΣY,13.62247139,58.01165425,64.54702704,179.2022064,183.6352159,326.7319407,-898.1654226,1680.752679,-259.4016003,6.061360402,-36.42953811,3529.32371,

Gd,-10.68458715,195.7911666,190.0085614,172.3782662,654.1714239,118.373307,4253.18274,-1661.476438,1024.138283,1331.104918,2481.734096,-1286.21101,

Vd,1.45717523,8.157965274,7.917023393,18.02509257,27.67220473,18.63576998,177.2159475,42.24121905,42.67242846,55.46270494,103.4055873,17.87964097,

,,,,,,,,,,,,,,

鎮(zhèn)墩設(shè)計(jì)體積m3,,19.598155,17.306335,23.79839,29.46872,29.820595,146.44185,40.644175,45.411005,58.459179,104.861462,21.45556917,

砼容重KN/m3,24,24,24,24,24,24,24,24,24,24,24,24,

各工況下安全系數(shù)計(jì)算：,,,,,,,,,,,,,

運(yùn)行溫升,0.795649759,1.995195852,6.174723174,28.70655737,1.382359353,3.044570007,1.013816129,179.1364181,1.411729423,1.369916503,1.318575719,2.343856633,

運(yùn)行溫降,0.731599673,6.629593659,20.67678584,5.721496684,1.38591563,1.925017703,33.69405886,1.268876658,6.721032841,13.64791701,16.47013337,1.35094962,

檢修溫升,2.864880928,3.012330405,2.753655197,2.774535881,2.715100714,4.120591307,3.969928413,2.105920294,5.843170571,3.070932887,3.086898124,1.451611199,

檢修溫降,6.027879707,4.173765212,2.450815521,1.692717187,14.66610332,36.91288271,7.567507947,1.746206129,11.42691821,32.7119921,37.51360049,1.596485654,

校核,0.728714728,3.024624818,39.14914718,7.747731566,11.70588593,14.15837226,1.663182365,2.462574438,1.762430098,2.354551613,1.947716763,1.558320495,

地基應(yīng)力計(jì)算：,,,,,,,,,,,,,

鎮(zhèn)墩自重KN,0,470.35572,415.35204,571.16136,707.24928,715.69428,3514.6044,975.4602,1089.86412,1403.020296,2516.675088,514.93366,

鎮(zhèn)墩中管長m,5.571,5.806,4.767,12.321,11.224,8,5,4,6,18,6,16,

鎮(zhèn)墩中水重KN,42.92315933,44.73377545,36.72854075,94.93021828,86.47810811,61.6379958,38.52374738,30.8189979,46.22849685,138.6854906,46.22849685,123.2759916,

鎮(zhèn)墩中管重KN,12.16037418,12.67333198,13.03256161,33.68453778,36.89543861,30.74108832,22.00122973,19.84008532,33.13177312,89.28038393,33.13177312,88.351395,

鎮(zhèn)墩所受的最大豎向荷載KN,45.90492303,61.76135023,197.6320617,96.63008948,9.37803467,-24.73314661,-898.1654226,1680.752679,-259.4016003,93.43192862,173.4056272,3529.32371,

豎向荷載最大時(shí)鎮(zhèn)墩中是否有水,1,1,1,0,0,0,1,1,1,0,0,1,

最大豎向荷載（向下）KN,100.9884565,589.5241777,662.7452041,701.4759873,753.5227533,721.7022217,2676.963955,2706.871962,909.8227897,1585.732609,2723.212488,4255.884757,

鎮(zhèn)墩底寬m,3.2,3.2,3.2,3.2,3.2,1.9,1.9,1.9,1.9,1.9,1.9,1.9,

鎮(zhèn)墩長m,6,6,5,12,10,8,5,4,6,18,6,16,

鎮(zhèn)墩底面積m2,19.2,19.2,16,38.4,32,15.2,9.5,7.6,11.4,34.2,11.4,30.4,

地基不均勻系數(shù),0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,0.4,

鎮(zhèn)墩基底平均應(yīng)力KN/m2,13.14953861,76.76096063,103.5539381,45.66900959,58.8689651,118.7010233,704.4641986,890.4184086,199.5225416,115.9161264,597.1957211,349.9905228,

,,,,,12.89,23.634,52.806,,,a,b,B,

設(shè)計(jì)總的體積為m3,90.1716,,,4號(hào)鎮(zhèn)墩計(jì)算,a,b,B,,2號(hào)鎮(zhèn)墩計(jì)算,10.49,11.629,15.289,

,,,,,0.22497275,0.412490767,0.921637786,,,0.183085035,0.202964335,0.266843385,

各種運(yùn)行工況,,,,運(yùn)行溫升工況,運(yùn)行溫降工況,檢修溫升工況,檢修溫降工況,校核工況,運(yùn)行溫升工況,運(yùn)行溫降工況,檢修溫升工況,檢修溫降工況,校核工況

上游向合力ΣA'KN,,,,1602.508471,848.768123,470.3794027,-154.7915141,1476.891435,296.1742719,127.0329196,106.331417,4.405902334,234.9543798

上游合力水平(X)分力ΣA'*COSα*SIN0,,,,0,0,0,0,0,0,0,0,0,0

上游合力水平(Y)分力ΣA'*COSα*COS0,,,,1562.125557,827.3793244,458.5259294,-150.8907968,1439.674046,291.2242222,124.9097803,104.554268,4.332265164,231.0275166

上游合力垂直(Z)分力ΣA'*SINα,,,,357.4872676,189.3430222,104.9321426,-34.53085985,329.4646444,53.92264565,23.12810991,19.35911341,0.802155801,42.77671279

"下游合力ΣA""KN",,,,-1361.530299,-778.1546883,-289.7895691,293.5860421,-1322.069726,-200.3054659,-114.0473808,-40.25949341,45.9985917,-181.4799664

"下游合力水平(X)分力ΣA""*COSb*SINB",,,,-993.6157401,-567.8806758,-211.4822397,214.2528246,-964.8182565,51.73356876,29.45540197,10.39795525,-11.88021154,46.87144348

下游合力水平(Y)分力ΣA'*COSb*COSB,,,,-754.0326289,-430.9518676,-160.4891134,162.591648,-732.1788666,-189.2488249,-107.752091,-38.03721374,43.45952014,-171.4624723

"下游合力垂直(Z)分力ΣA""*S