水工建筑物计算书——宁村水库重力坝初步设计

'《水工建筑物》课程设计计算书——宁村水库重力坝初步设计班　级：　水利水电工程？？　学　生：　　？？？　　指导教师：　？？？　完成时间：　？？？　　　？？大学土木建筑工程学院28 目录一、工程等级的确定·····························································3（一）原理·········································································3（二）计算过程···································································3二、孔口尺寸拟定及设计洪水位、校核洪水位的确定·····················3（一）堰顶高程的拟定···························································3（二）堰顶溢流前沿宽度的拟定···············································3（三）设计洪水位、校核洪水位的计算·······································4三、挡水坝设计······································································4（一）坝顶高程的确定····························································4（二）建基面高程的确定························································5（三）坝顶宽度的确定····························································5（四）上下游坝坡坡率及起坡点位置的确定································5（五）坝体强度稳定承载力极限状态设计····································6（六）坝体上游面拉应力的正常使用极限状态设计························6（七）坝体应力分析·······························································6四、溢流坝设计······································································6（一）溢流坝断面设计····························································6（二）消能防冲设计·······························································8（三）导墙设计·····································································9（四）坝体强度稳定极限状态设计··············································9（五）坝体正常使用极限状态合计··············································9五、大坝剖面优化和应力稳定分析··············································10六、工程量与开挖量计算····························································10七、附表·················································································11（一）附表一：挡水坝电算方案···············································11（二）附表二：溢流坝电算方案················································2128 宁村水库重力坝初步设计计算书一、工程等级的确定（一）原理：拟定泄水建筑物，进行调洪计算，求得校核洪水位，再根据附图1（宁村水库水位~库容关系曲线）查得水库总库容，最终根据规范《水利水电工程等级划分及洪水标准》SL252-2000确定工程等级。（二）计算过程：已知：在校核洪水（0.2%）下，Q=588m3/s；正常蓄水位126.50m；死水位106.00m。坝址岩层以砂岩为主，夹泥岩和页岩，砂岩抗压强度较高，但泥岩、页岩抗压强度稍低，其允许承载能力为0.6~0.7MPa，岩层倾向上游，岩石节理、裂隙发育，整体性稍差，并夹有软薄层，抗滑能力较低。下游河道平均水深2米左右。预计采用消能效果较好的消能工。综合地质条件、下游河道水深、枢纽布置和消能工设计，因此，通过技术经济比较后选定单宽流量q=22.61m3/(s·m)。则堰顶宽b=Q/q=588/22.61=26m由Hd=(0.7~0.95)H校，取Hd=0.8H校即Hw/Hd=0.8查图3可得m=0.512式中：Hd为定型设计水头，m；Hw为堰上水头，m。根据公式Q=ε1σsmnbH3/2，式中：ε1：侧收缩系数，与边墩、闸墩及闸墩头部的型式、堰孔的数目、堰孔的尺寸、全大大大大的水头等有关，ε1=0.9~0.95，取ε1=0.90；σs：淹没系数，为自由出流σs=1；n：堰孔数，本设计中为1；m：流量系数，由计算得出m=0.512；b：堰顶宽，由计算得出b=26m；g取9.81m2/s。带入公式有：H校=[Q/(ε1smnb)]2/3=[588/()]2/3=4.97mHd=0.85H校=0.8*4.97=3.98m查水位~库容关系表确定总库容V总=565（万m3）根据工程效益、总库容查询规范SL252—2000，该工程的等别为Ⅳ等，水工建筑物级别为3级。二、孔口尺寸拟定及设计洪水位、校核洪水位的确定（一）堰顶高程的拟定因为是开敞式溢流坝身泄水，并无调节等要求，因此堰顶高程就是正常蓄水位高程，即为126.50m。（二）堰顶溢流前沿宽度的拟定28 因为砂岩中还夹有泥岩、页岩等，砂岩本身强度也不高，且不完整，因此从消能防冲考虑，应按破碎岩石处理，单宽流量q=20～50m3/s，又综合考虑了以上四方面的因素，初步选定单宽流量q=22.61m3/(s·m)，按渲泄最大洪水时的流量Q校=588m3/s考虑，得到溢流前沿宽度为：L=Q校/q=588/22.61=26m（一）设计洪水位、校核洪水位的计算1、原理：试算法。首先假定一个堰上水头H设，计算H设/Hd值，查附图3，宁村水库Hw/Hd与流量系数m关系曲线，得出流量系数m，代入公式Q=ε1σsmnbH设3/2求出设计洪水H设。与资料给的设计洪水（2%）Q设=450m3/s比较，误差不超过1%即可。2、已知:由以上计算知堰顶高程为126.50m，单宽流量q=22.61m3/s，及前沿宽度L=26m。由确定工程等级过程推求得校核洪水位为Z校=126.50+4.97=131.47m。3、计算过程：通过多次试算结果简单列表如下：（表1）方案堰上水头H设（m）HdH设/Hd流量系数m设计洪水Q设（m3/s）设计洪水（2%）Q设（m3/s）误差一4.853.981.2190.511565.71450.0020.45%二4.503.981.1310.508502.63450.0010.47%三4.203.981.0550.504449.65450.000.08%经过多次试算，方案一、二、不满足设计规范，方案三满足设计要求。故选定方案三作为设计依据。即H设=4.20m。推求设计洪水位：Z设=4.20+126.50=130.70m。三、挡水坝设计（一）坝顶高程的确定重力坝坝顶高程按坝顶上游防浪墙顶高程计，按下式计算，取其大值。防浪墙顶高程=设计洪水位+△h设防浪墙顶高程=校核洪水位+△h校其中设计洪水位、校核洪水位已计算得出，只需求△h即可。△h=h1%+hz+hc式中：h1%：累计频率为1%时的波浪高度；hz：波浪中心线高于静水位的高度；hc：安全加高，按表5选用。28 表2安全加高hc运用情况坝的级别123设计情况（基本情况）0.70.50.4校核情况（特殊情况）0.50.40.3根据官厅水库公式求h1%、hz：1、设计情况①波高：hl=0.0166*V05/4D1/3=0.0166*305/4*31/3=1.681m由于gD/Vo2=9.81*3000/302=32.7在（20，250）之间，故为累计频率为5%的波高。参照SL274-2001《碾压式土石坝设计规范》估算累计频率为1%的波高：h1%=1.24*h5%=2.084②波长：L=10.4(h1%)0.8=10.4*（2.084）0.8=18.713m③壅高：hz=(πh1%2/L)cth(2πH)/L=0.729m④查表5得hc=0.4因此△h=h1%+hz+h=2.084+0.0.729+0.4=3.213mH=130.7+3.213=133.91m2、校核情况①波高：h1%=0.707*1.24=0.877m②波长：L=10.4(h1%)0.8=10.4*（0.877）0.8=9.363m③壅高：hz=(πh1%2/L)cth(2πH)/L=0.258m④查表5得hc=0.3因此△h=h1%+hz+h=0.877+0.258+0.3=1.44mH=131.47+1.44=132.91m相比取大者，所以坝顶高程为133.91m。（二）建基面高程的确定根据该坝的地形地质条件，建基面可设在弱风化处，在高程为85m~86m附近，该设计取建基面高程为84.00m（三）坝顶宽度的确定根据《混凝土重力坝规范》SDJ21-78，坝顶宽度应根据设备布置运行检修施工和交通等需要确定，并应考虑抗震特大洪水时抢护以及其他特殊要求。坝顶宽度一般取(8%~10%)H，且不小于2m。常态混凝土坝坝顶最小宽度为3m，碾压混凝土坝为5m。H=133.91-84=49.91mB=(0.08~0.1)H=(0.08~0.1)*49.91=4.00~4.91m考虑施工要求，取B=5.0m（四）上下游坝坡坡率及起坡点位置的确定28 根据工程经验，一般情况下，上游坡率n=0~0.2,下游坡率m=0.6~0.8。根据宁村水库工程地质条件，初拟n=0.2，m=0.8。1、上游面设置为垂直，不设起坡2、下游起坡点起坡高程可按基本三角形顶点约在正常蓄水位以上拟定，且低于坝顶高程，如下图。G点为下游坝坡坡面延长线与上游面交点。F点为下游起坡点。（坝顶高程为133.91m，正常蓄水位为126.50m，建基面高程为84m。）①当J点恰好在正常蓄水位与上游坝面交点时：BJ=AG=133.91-126.50=7.41mGF=5/0.8=6.25mAF=AG+GF=13.66m②当J点恰好在坝顶与上游坝面交点时：BJ=AG=0mGF=45/0.8=6.25mAF=AG+GF=6.25m因此，设计中AF应在6.25~13.66之间，取AF=8m。FI=AH-AF=49.04-10=39.04m3、重力坝底宽DEDE=41.91*0.8+5=38.53m（五）坝面优化通过电算对比分析，可知最优方案为：下游起坡高程：125.91m；下游坡比：0.8；坝顶宽度：5m；该工况下单位工程量最省：952.1m3。（五）坝体强度稳定承载力极限状态设计详见：附表一：挡水坝电算方案（六）坝体上游面拉应力的正常使用极限状态设计详见：附表一：挡水坝电算方案（七）坝体应力分析详见：附表一：挡水坝电算方案四、溢流坝设计（一）溢流坝断面设计溢流堰断面设计包括上游直线段，堰顶曲线段、下游曲线段、下游直线段以及反弧段528 个部分组成。设计要求：⑴有较高的流量系数，泄流能力大；⑵水流平顺，不产生不利的负压和空蚀破坏；⑶体形简单、造价低，便于施工。①上游直线段在该设计中，由于挡水坝已经确定，故为了不使挡水坝产生侧向水压力，则溢流坝的上游直线段设计与挡水坝保持一致。②堰顶曲线段WES剖面堰顶曲线如右图。堰顶O1点为坐标原点（0，0），曲线采用三段复合圆弧相接。这样做可使堰顶曲线与堰上游面平滑连接，改善了堰面压强分布，减小了负压。三段复合圆弧的半径R如图中所示。R1=0.5Hd=0.5*3.98=2.0mR2=0.2Hd=0.2*3.98=0.8mR3=0.04Hd=0.04*3.98=0.16m三段复合圆弧水平坐标值：0.175Hd=0.175*3.98=0.70m0.276Hd=0.276*3.98=1.10m0.282Hd=0.282*3.98=1.12m③下游曲线段该剖面堰顶O1点下游的曲线由公式(y/Hd)=k(x/Hd)n计算，式中系数k及指数n决定于堰上游面的坡度，取k=2.0，n=1.85，代入上述公式得：x1.85=2.0Hd0.85y式中的Hd为不包括行近流速水头的剖面设计水头，Hd=3.98m。计算与下游直线段衔接处点A的坐标。由于溢流坝与挡水坝衔接部分有导墙连接，从工程实用和经济等方面综合考虑，拟定下游直线段的坡度m2=0.8。对y求导，y"=1.85*x0.85/2.0Hd0.85=1/m2,x0.85=2.0Hd0.85/(1.85*m2)=2.0*3.980.85/(1.85*0.8)=4.99m求得：xA=5.67m，yA=3.83m，即A(5.67，3.83)。x01234565.67y00.140.491.031.762.663.733.83④反弧段溢流坝面反弧段是使溢流面下泄水流平顺转向的工程措施，通常采用圆弧曲线，反弧半径应结合下游消能设施来确定。根据DL5108—1999《混凝土重力坝设计规范》规定：对于挑流消能，R=(4~10)h。h为校核洪水位闸门全开时反弧段最低点处的水深。28 查资料下游水位~流量关系曲线，校核洪水（0.2%）下，Q=588m3/s时的下游水位为94m。地面高程84m，挑砍高度1.5~1m，初步拟定为1m。则有挑砍高程为94+1=95m。上游水位至挑砍高程S1=133.91-95=38.91m流能比KE=q/(S11.5)=22.61/(*38.911.5)=0.030坝面流速系数=0.880鼻砍断面流速=24.31m/s反弧段最低点处的水深h=q/v=22.61/24.31=0.930m因为反弧段流速愈大，要求反弧半径愈大。当流速小于16m/s时，取下限；流速大时，宜采用较大值。鼻砍断面流速为24.31m/s，初拟R=（8~10）h=7.44~9.30m。取R=9m⑤下游直线段由③知，下游直线段与坝顶曲线和下部反弧段相切，其与曲线段交点A(5.67，3.83)，坡度与非溢流坝段的下游坡相同，取m2=0.8。根据经验，鼻砍挑射角度一般取20°~25°，拟定为θ=20°。因为下游直线段与反弧段相切，且坡率为0.8，由此计算出∠BO2C=tan-1(1/0.8)=51.3°则O2所在高程为HO2=84+19.38=103.38m底宽B=37.35m上游直线段，堰顶曲线段、下游曲线段、下游直线段以及反弧段如图所示。（一）消能防冲设计1、确定鼻坎高程、反弧半径、挑角由溢流坝断面设计部分得知：鼻坎高程为95m，反弧半径为9.0m，挑角为20°。2、计算挑距和下游冲刷坑深度①挑距的计算水舌挑射距离是按水舌外缘计算，其估算公式为式中：L为水舌挑距，m；g为重力加速度，m/s2；v1为坎顶水面流速，m/s约为鼻坎处平均流速的1.1倍；θ为挑射角度，本设计为20°；h128 为坎顶平均水深h在铅直向的投影，h1=hcosθ，约等于h；h2为坎顶至河床面的高差，m。v1=v=24.31m/sh1=h=0.930mh2=95-89=6mL=1/9.81{24.312sin20cos20+24.31cos20*[24.312sin220+2*9.81(0.930+6)]1/2}=52.73m②下游冲刷坑深度的计算关于冲刷坑深度，目前还没有比较精确的公式，可按下式进行估算：tk=αq0.5H0.25式中：tk为水垫厚度，自水面至冲刷坑的距离，m；q为单宽流量，m3/(s·m)；H为上、下游水位差，m；α为冲坑系数，对坚硬完整的基岩，取0.9~1.2，坚硬但完整性较差的基岩，取1.2~1.5，软弱破碎、裂隙发育的基岩，取1.2~2.0。q=22.61m3/(s·m)H=133.91-94.00=39.91mα=1.2mtk=αq0.5H0.25=1.2*22.610.5*39.910.25=14.34mht为冲刷坑后的下游水深，则冲刷坑深度为ts=tk-ht=14.34-4=10.3m（三）导墙设计边墩或导墙顶高程应根据计算水面线加上0.5~1.5m的超高确定。对非直线段适当增加，根据经验计算导墙高度取3米。1、各控制点坐标计算见溢流坝断面设计部分。2、确定控制面的水深，水面线计算如右图和下表：表3水面曲线计算表格：断面h/mA=hXR=A/XR2β/nvJ=v2/C2R0—06.2356.23513.3600.46731.0064.2960.0241—13.6583.6587.4000.49429.7828.9340.12428 2—23.2503.2506.6720.48729.01210.5480.1323—32.7662.7665.9680.46328.66412.0670.1724—42.3282.3285.2420.44427.94315.0230.2365—51.8911.8974.2940.44126.70818.2450.498续表：JiJαv2/2gES△ES△S∑△S1.2627.3820.0000.0660.2150.1464.8357.6220.2402.0322.0300.1310.4970.3855.9568.5460.9242.3064.3380.1780.7380.5338.0459.9231.3772.4046.7420.2420.7770.55010.56312.6292.7064.37011.1120.3910.8190.48417.35518.5685.63713.96025.072由此得到各控制点水深，确定水面曲线。（四）坝体强度稳定极限状态设计详见：附表二：溢流坝电算方案（五）坝体正常使用极限状态合计详见：附表二：溢流坝电算方案五、大坝剖面优化和应力稳定分析利用电算比较得到，溢流坝和挡水坝优化断面的三种可行性方案，计算结果参见附表。最终确定最优方案为：表4大坝剖面优化最优方案（单位：m）坝段最优方案挡水坝建基面高程84坝顶高程133.91下游起坡高程125.91下游坡率0.8坝顶宽5坝底宽38.53单宽工程量V（m3）952溢流坝建基面高程84堰顶高程126.5反弧半径9.0下游坡率0.8坎顶高程95坝底宽37.35单宽工程量V（m3）921六、工程量与开挖量计算根据地形图以及各坝段在地形图中的位置，绘出各坝段开挖线，计算开挖面积，近似取坝段左右两断面的开挖面积的平均值为该坝段的开挖面积。（见附图）28 表5宁村水库开挖量计算坝段（m）一二三四五六七八九十坝段长（m）17.4020.0020.0020.0020.0028.0020.0020.0020.0019.38面积（m2)31.5946.4956.7870.19197.36285.63531.86732.7522.65226.48开挖量（m3）549.67929.801135.61403.803947.27997.6410637.1014653.910453.04389.18总开挖量(m3)56096.89表6宁村水库工程量计算坝段（m）一二三四五六七八九十坝段长（m）17.4020.0020.0020.0020.0028.0020.0020.0020.0019.38面积（m2)17.556.4695.88165.22458.34811.42937.46728.43330.49114.33工程量（m3）304.51129.21917.63304.39166.722719.618749.214568.56609.82215.7总工程量(m3)80685.1七、附表（一）附表一：挡水坝电算方案（方案一为最优方案）方案一：数据：READYT,YF,T0,YU,NU,YD,NDDATA133.91,84,5,84,0,125.91,0.8READY8,Y9,VZ,FDDATA126.5,90,30,3READY3,Y4,VFDATA131.47,94,15READRD,YN,RN,NF,UT,UHDATA24,92,7,20,7,0.2528 READF,FF,FC,RC,YCDATA0.7,1,500,14300,1.5READYG,XGDATA90.5,7LETYY=10LETXX=10LETRD=RD/10LETKP=9.81NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)15120160671514215198[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1263529614215296[kPa](W/B+6M/B2)>=039801600[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Yd=125.91[m]Nd=.8To=5[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------16485233985011.233.712455729160669.963.02-------------------------------------------------------------------------------Tb=38.53[m]VOLUMEOFDAM952m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9847.19[kN]W=22558.2[kN]M=15525.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------38.5352335637182059-38.6630551454361867138-41.1920583566298872277-44.1810616652177812456-47.930648686068664890-------------------------------------------------------------------------------28 Y=94[m]P=5267.63[kN]W=14287.7[kN]M=18011.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------30.533522252825770-38.6620432293228600124-36.4810508316134577247-27.18058431905843190-------------------------------------------------------------------------------Y=104[m]P=2569.88[kN]W=8041.91[kN]M=12350.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------22.532111351693460-38.6610373213119437150-27.98050322105032210-------------------------------------------------------------------------------Y=114[m]P=853.134[kN]W=3679.67[kN]M=5833.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------14.538756701430-38.66041912304191230-------------------------------------------------------------------------------Y=124[m]P=117.384[kN]W=1200.96[kN]M=734.66[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6.538152641320-38.660287250287250-------------------------------------------------------------------------------Y=90.5[m]P=6481.48[kN]W=16918.7[kN]M=19350.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7568397101615351-24.86-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]Y=84[m]P=11726.5[kN]W=22809.3[kN]M=-37023.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------38.53742510515115498-38.66306755714491075171-41.6720598647338961284-47.110520709188825404-58.380442735073544290-------------------------------------------------------------------------------28 Y=94[m]P=6973.35[kN]W=14287.7[kN]M=-12306.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------30.535473504388970-38.6620493330300722100-37.3910441351156558233-36.96038936803893680-------------------------------------------------------------------------------Y=104[m]P=3788.05[kN]W=8041.91[kN]M=-3348.37[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------22.533972543176500-38.6610353269155471151-37.49031726903172690-------------------------------------------------------------------------------Y=114[m]P=1583.74[kN]W=3679.67[kN]M=-122.272[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------14.532571642054210-38.66025017102501710-------------------------------------------------------------------------------Y=124[m]P=360.431[kN]W=1200.96[kN]M=-352.353[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6.532341491873830-38.660134730134730-------------------------------------------------------------------------------Y=90.5[m]P=8297.76[kN]W=16966.7[kN]M=-17922.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7453445116565333-44.01-------------------------------------------------------------------------------******************************************************19;31230*************方案二：数据：READYT,YF,T0,YU,NU,YD,NDDATA133.91,84,4,84,0,127.91,0.8READY8,Y9,VZ,FDDATA126.5,90,30,3READY3,Y4,VFDATA131.47,94,1528 READRD,YN,RN,NF,UT,UHDATA24,92,7,20,7,0.25READF,FF,FC,RC,YCDATA0.7,1,500,14300,1.5READYG,XGDATA90.5,7LETYY=10LETXX=10LETRD=RD/10LETKP=9.81NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)15120163901514215506[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1244529613925296[kPa](W/B+6M/B2)>=041101790[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Yd=127.91[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------16605154114931.263.782473716179655.983.08-------------------------------------------------------------------------------Tb=39.13[m]VOLUMEOFDAM971m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9847.19[kN]W=22999.6[kN]M=18457.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------39.1351535136580859-38.6630549454354859144-41.1820586566290867286-44.0110623652172810465-47.390660686068666090-------------------------------------------------------------------------------28 Y=94[m]P=5267.63[kN]W=14587.8[kN]M=19502.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------31.133482232785710-38.6620434291220594131-36.0110512315129575251-26.28058931905893190-------------------------------------------------------------------------------Y=104[m]P=2569.88[kN]W=8200.73[kN]M=12923.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------23.132101341683440-38.6610374212113432154-27.13050022105002210-------------------------------------------------------------------------------Y=114[m]P=853.134[kN]W=3697.24[kN]M=6053.34[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------15.138655691410-38.66101931007523558-29.1040312304031230-------------------------------------------------------------------------------Y=124[m]P=117.384[kN]W=1077.26[kN]M=1167.28[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7.1313911220-38.660289250289250-------------------------------------------------------------------------------Y=90.5[m]P=6481.48[kN]W=17268.2[kN]M=21296.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------757439797617354-23.81-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]Y=84[m]P=11726.5[kN]W=23250.7[kN]M=-34167.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------39.13728501504113198-38.66306665684381057177-41.8220597647329952292-47.1410529709183823415-58.1128 0460735073546090-------------------------------------------------------------------------------Y=94[m]P=6973.35[kN]W=14587.8[kN]M=-10815.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------31.135363434288780-38.6620488326289707107-37.1710445350150555240-36.27040236804023680-------------------------------------------------------------------------------Y=104[m]P=3788.05[kN]W=8200.73[kN]M=-2775.24[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------23.133862473096330-38.6610350268147462156-37.21032326903232690-------------------------------------------------------------------------------Y=114[m]P=1583.74[kN]W=3697.24[kN]M=98.0728[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------15.132421551933970-38.661024416613934961-37.22024717102471710-------------------------------------------------------------------------------Y=124[m]P=360.431[kN]W=1077.26[kN]M=80.2639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7.13142911132320-38.660161730161730-------------------------------------------------------------------------------Y=90.5[m]P=8297.76[kN]W=17316.3[kN]M=-15991.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7461445113566340-42.86-------------------------------------------------------------------------------******************************************************19;31230*************方案三（最优）：数据：READYT,YF,T0,YU,NU,YD,NDDATA133.91,84,5,84,0,126.91,0.8READY8,Y9,VZ,FD28 DATA126.5,90,30,3READY3,Y4,VFDATA131.47,94,15READRD,YN,RN,NF,UT,UHDATA24,92,7,20,7,0.25READF,FF,FC,RC,YCDATA0.7,1,500,14300,1.5READYG,XGDATA90.5,7LETYY=10LETXX=10LETRD=RD/10LETKP=9.81NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)15120166331514215743[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1220529613685296[kPa](W/B+6M/B2)>=043302030[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Yd=126.91[m]Nd=.8To=5[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------16825064334841.283.83249670520364413.12-------------------------------------------------------------------------------Tb=39.33[m]VOLUMEOFDAM986m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9847.19[kN]W=23357.[kN]M=22597.9[kN-m]-------------------------------------------------------------------------------28 Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------39.3350634535879359-38.6630548453351854147-41.1720592566289869290-43.7110637652172817472-46.260682686068668290-------------------------------------------------------------------------------Y=94[m]P=5267.63[kN]W=14898.1[kN]M=22322.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------31.333392172715560-38.6620438291218594134-35.6810525315129586253-25.41061231906123190-------------------------------------------------------------------------------Y=104[m]P=2569.88[kN]W=8464.[kN]M=14596.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------23.332021291623310-38.6610386212112441157-26.13052422105242210-------------------------------------------------------------------------------Y=114[m]P=853.134[kN]W=3913.42[kN]M=6766.63[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------15.338353661350-38.6610203997424160-27.45042812304281230-------------------------------------------------------------------------------Y=124[m]P=117.384[kN]W=1246.35[kN]M=1110.01[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7.33462937760-38.660294250294250-------------------------------------------------------------------------------Y=90.5[m]P=6481.48[kN]W=17595.[kN]M=24562.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------759039797631357-22.64-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]28 Y=84[m]P=11726.5[kN]W=23608.1[kN]M=-30051.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------39.33717494495111398-38.66306625664331049179-41.8620602647328953296-46.9310543710184828425-57.20484735073548490-------------------------------------------------------------------------------Y=94[m]P=6973.35[kN]W=14898.1[kN]M=-7996.17[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------31.335243364208600-38.6620489324286704109-36.9510458350151564244-35.16042736804273680-------------------------------------------------------------------------------Y=104[m]P=3788.05[kN]W=8464.[kN]M=-1103.06[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------23.333752403006150-38.6610361268147468160-36.18035126903512690-------------------------------------------------------------------------------Y=114[m]P=1583.74[kN]W=3913.42[kN]M=811.357[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------15.332351501883850-38.661024916413534865-36.27027617102761710-------------------------------------------------------------------------------Y=124[m]P=360.431[kN]W=1246.35[kN]M=23.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7.331681071342750-38.660173730173730-------------------------------------------------------------------------------Y=90.5[m]P=8297.76[kN]W=17643.1[kN]M=-12730.4[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------7478445113576347-40.78-------------------------------------------------------------------------------******************************************************19;31230*************28 （二）附表二：溢流坝电算方案（方案三为最优方案）方案一：数据：READYU,NU,ND,RBDATA84,0,0.8,10READBY,BA,BT,DT,DZ,DODATA96,20,0.5,0,0,0READLB,YT,YF,YO,RD,HSDATA1,133.91,84,126.5,24,3.98READUT,UH,F,FF,FC,RCk,YcDATA7,0.25,0.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.5,90,131.47,94,22.61,25.54READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA90.5,7,0,0READAH,BH,KW,NWDATA1.12,0.6,2,1.85READAADATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14995155721470615030[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)1021529610945296[kPa](W/B+6M/B2)>=0230070[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Nd=.8Rb=10[m]Yb=96[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------14836912306701.23.6328 23059047844.983.05-------------------------------------------------------------------------------Tb=37.33[m]VOLUMEOFDAM931m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9777.96[kN]W=21909.4[kN]M=-24166.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.33691590691590-3065012224874824-21.61-2059433939187855-35.96-10539575308866248-46.710483686068648390-------------------------------------------------------------------------------Y=99.15[m]P=3686.56[kN]W=9399.22[kN]M=4488.96[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------25.613262092615350-38.66-2034423521851465-37.97-10376261121453185-32.34040826804082680-------------------------------------------------------------------------------Y=122.67[m]P=89.5439[kN]W=429.863[kN]M=193.169[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6.79382431630-38.6608838088380-------------------------------------------------------------------------------Y=90.5[m]P=6412.26[kN]W=16195.8[kN]M=27677.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7508366157610265-32.84-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]Y=84[m]P=11336.8[kN]W=22557.8[kN]M=-69558.1[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.33904980904980-3078616228889850-21.34-2062638345397335-37.49-10465622357910178-51.2128 0305735073530590-------------------------------------------------------------------------------Y=99.15[m]P=5002.53[kN]W=9399.22[kN]M=-13285.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------25.614893133918010-38.66-2043531530568664-39.41-10340317153482176-42.770245317031724590-------------------------------------------------------------------------------Y=122.67[m]P=258.889[kN]W=429.863[kN]M=-115.484[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6.797850631280-38.66048860864890-------------------------------------------------------------------------------Y=90.5[m]P=7907.98[kN]W=16844.2[kN]M=-7783.21[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7430414194616228-43.79-------------------------------------------------------------------------------******************************************************19;31231*************方案二：数据：READYU,NU,ND,RBDATA84,0,0.8,9READBY,BA,BT,DT,DZ,DODATA96,25,0.5,0,0,0READLB,YT,YF,YO,RD,HSDATA1,133.91,84,126.5,24,3.98READUT,UH,F,FF,FC,RCk,YcDATA7,0.25,0.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.5,90,131.47,94,22.61,25.54READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA90.5,7,0,0READAH,BH,KW,NWDATA1.12,0.6,2,1.85READAA!DATA6.26DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION228 CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14995155611473315050[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)1009529610885296[kPa](W/B+6M/B2)>=02330100[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Nd=.8Rb=9[m]Yb=96[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------14866832336621.23.63230889910839.983.05-------------------------------------------------------------------------------Tb=37.43[m]VOLUMEOFDAM929m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9777.96[kN]W=21882.5[kN]M=-22957.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.43683590683590-3064412324974423-21.88-2059134039087656-36.08-10539576307865250-46.730486686068648690-------------------------------------------------------------------------------Y=98.53[m]P=3853.55[kN]W=9773.83[kN]M=4528.73[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------26.13352142685490-38.66-2035324222052571-37.93-10384268122461191-32.29041427404142740-------------------------------------------------------------------------------Y=122.67[m]P=89.5439[kN]W=429.863[kN]M=193.169[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6.79382431630-38.6608838088380-------------------------------------------------------------------------------28 Y=90.5[m]P=6412.26[kN]W=16154.4[kN]M=28886.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7509367156610266-32.75-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]Y=84[m]P=11356.[kN]W=22577.4[kN]M=-69004.4[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.43899980899980-3078116329089649-21.57-2062338445397235-37.59-10466623356909179-51.220308735073530890-------------------------------------------------------------------------------Y=98.53[m]P=5199.52[kN]W=9773.83[kN]M=-14064.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------26.14983193998170-38.66-2044032130569270-39.47-10346323153487181-42.860251323032325190-------------------------------------------------------------------------------Y=122.67[m]P=258.889[kN]W=429.863[kN]M=-115.484[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6.797850631280-38.66048860864890-------------------------------------------------------------------------------Y=90.5[m]P=7927.26[kN]W=16849.3[kN]M=-7104.19[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7431414193616229-43.73-------------------------------------------------------------------------------******************************************************19;40101*************方案三：（最优）数据：READYU,NU,ND,RBDATA84,0,0.8,9READBY,BA,BT,DT,DZ,DODATA95,20,0.5,0,0,0READLB,YT,YF,YO,RD,HS28 DATA1,133.91,84,126.5,24,3.98READUT,UH,F,FF,FC,RCk,YcDATA7,0.25,0.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.5,90,131.47,94,22.61,25.54READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA90.5,7,0,0READAH,BH,KW,NWDATA1.12,0.6,2,1.85READAA!DATA6.26DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14995154261470614886[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)999529610815296[kPa](W/B+6M/B2)>=0235080[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=84[m]Nu=0Nd=.8Rb=9[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------14886762356551.193.623068938834.973.03-------------------------------------------------------------------------------Tb=37.26[m]VOLUMEOFDAM921m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=84[m]P=9777.96[kN]W=21688.9[kN]M=-21761.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.26676590676590-3063912124773822-21.82-2058933839187552-36.12-10538575309866247-46.6928 0488686068648890-------------------------------------------------------------------------------Y=97.83[m]P=4047.86[kN]W=10208.3[kN]M=4560.78[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------26.663442202765650-38.66-2036425122353778-37.87-10393275123470197-32.23042128104212810-------------------------------------------------------------------------------Y=122.67[m]P=89.5439[kN]W=429.863[kN]M=193.169[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6.79382431630-38.6608838088380-------------------------------------------------------------------------------Y=90.5[m]P=6412.26[kN]W=15986.1[kN]M=30082.4[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7510366158611265-32.73-------------------------------------------------------------------------------CONDITION2:Y1=131.47[m]Y2=94[m]Y=84[m]P=11336.8[kN]W=22337.3[kN]M=-67935.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------37.26893980893980-3077916128689149-21.43-2062138245497132-37.61-10463622358910176-51.240306735073530690-------------------------------------------------------------------------------Y=97.83[m]P=5427.94[kN]W=10208.3[kN]M=-14986.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------26.665093264088360-38.66-2044632830669876-39.53-10351330153494187-42.970256330033025690-------------------------------------------------------------------------------Y=122.67[m]P=258.889[kN]W=429.863[kN]M=-115.484[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs128 --------------------------------------------------------------------------------6.797850631280-38.66048860864890-------------------------------------------------------------------------------Y=90.5[m]P=7907.98[kN]W=16634.6[kN]M=-6160.11[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------7430414194616227-43.82-------------------------------------------------------------------------------******************************************************19;40101*************28'