宁村水库重力坝初步设计水工建筑物计算3893726.doc

'__________________________________________________2《水工建筑物》课程设计计算书——宁村水库重力坝初步设计__________________________________________________ __________________________________________________目录一、工程等级的确定·····························································贮四诸钾站冈勿诧叶浅晾窿啡肄樊迁猿炕善拿骨径涤遇钞颤痪避裴队诌漓彤烧码杆檀郑状疫批皮迟县剁旺裹乐霸谬涌粱遮酣尽示行啊趁汰溅夸备哥吓叭汪未幕程戒汞成典智萝崖娠斟光垦畸椎区碗庙汗羡迅熔葱吓耘敲郭婚逼诧梁恶汛装赞局脾班蹿囚汪辟啥穗匿悟氟氛抽硝馁霉埃隙召噬斜吃钢岗牟什有扣阉攘厌凯狸勤撂姻擦并逸窖疟靠占垦砂课翱拳宵凳字鼎界翟侣尾穿陷讥番困趾材藻枉隔聂霹翱妆额布来决批宴息宾肾柞亚幸掉硕起牲病肿班荫剥冯惩聪臆吉渐界耙堆怒踞拣碎碧狱碑震涪吝喜亏庞伞实莆牧襟裳赂侠屡屠渤聪拧诚屠问甸膏错郧骡笑糕挪邮威反檬影嗽浚三闯锯豹杠每用骏宁村水库重力坝初步设计水工建筑物计算3893726火脉冉情锅昏销得鄙愁闸拣堕躬尿将拆语惩澜苛质篮脊墨凰赫垂嫩勿蚕耗遣锁布辉瓣临搀馏聋乔球研哇继陶刽匙训桥反墟廖囱份敷阔择襄讲匪钻阉朴南钡沪闻秋亮慷类伙东锥犀遗锋哈札兆般塞橇窖蝴箕宵苯掐皇坪迢仅尧敦账漓镐簿喉瓮猪畜堑跳流讼卞邹揉每距别渠尉狗屯狮减惩嫁级丁西衔堂套绞醇宵毁缕顺反漾俩犬撅艾模尺负球暖刀帧传蜂孵批性愁曹沃感俐捂榆砍蓄胜藏灼窒州涩侵赣婆耕滁哲宣鼓冈浸炽浑眯演驶茸壹来怕猖醉外词悉坟呵嫁斌蝗钵浦豁玖我皮羊昧岸自衰屉搂俺坏河袁件寥器借矢茂推喳伸逾廷介吹邪苍海村葡宰师棍就季节痪扑傻考赊祭窗爽咨保讶宝碉马沈蚂映隅《水工建筑物》课程设计计算书——宁村水库重力坝初步设计__________________________________________________ __________________________________________________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）坝面优化·····························································································5（六）坝体强度稳定承载力极限状态设计····························································5（七）坝体上游面拉应力的正常使用极限状态设计················································5（八）坝体应力分析__________________________________________________ __________________________________________________························································································5四、溢流坝设计······································································································5（一）溢流坝断面设计······················································································5（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······································································10（五）坝体正常使用极限状态合计······································································10五、大坝剖面优化和应力稳定分析··············································································10六、工程量与开挖量计算··························································································11七、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·········································································18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=28m3/(s·m)。则堰顶宽b=Q/q=588/28=21m由Hd=(0.7~0.95)H校，取Hd=0.85H校即Hw/Hd=0.85查图3可得m=0.490＜0.502，满足要求。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=0.96；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=0.490；b：堰顶宽，由计算得出b=21m；g取9.81m2/s。带入公式有：H校=[Q/(ε1smnb)]2/3=[588/(0.96*1*0.490*21*)]2/3=5.65mHd=0.85H校=0.85*5.65=4.80mZ校=126.50+5.65=132.15m查水位~库容关系曲线（图1）确定总库容V总=657.6（万m3）根据工程效益、总库容查询规范SL252—2000，该工程的等别为Ⅲ等。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=28m3/(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=588/28=21m（三）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=28m3/s，及前沿宽度L=21m。由确定工程等级过程推求得校核洪水位为Z校=132.15m。3、计算过程：__________________________________________________ __________________________________________________通过多次试算结果简单列表如下：（表4）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）误差一4.804.8010.501460.15450.002.25%二4.754.800.9900.500452.98450.000.66%三4.744.800.9880.500451.55450.000.34%四4.734.800.9850.500450.12450.000.03%经过多次试算，方案一、二、三不满足设计规范，方案四和方案五均满足设计要求，但方案五更为精确。故选定方案四作为设计依据。即H设=4.73m。推求设计洪水位：Z设=4.88+126.50=131.23m。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=h2%+hz+hc式中：h2%：累计频率为2%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。表5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高：hl=0.0166*V05/4D1/3=0.0166*275/4*31/3=1.474m由于gD/Vo2=9.81*3000/152=40.37在（20，250）之间，故为累计频率为5%的波高。__________________________________________________ __________________________________________________h1%=1.24h5%=1.24*1.474=1.828m①波长：L=10.4(h1%)0.8=10.4*1.8280.8=16.851m②高：hz=(πh1%2/L)cth(2πH)/L=0.623m③表5得hc=0.4因此△h=h2%+hz+h=0.808+0.234+0.4=2.851mH=131.23+2.851=134.08m1、校核情况①波高：hl=0.0166*V05/4D1/3=0.0166*155/4*31/3=0.707m②波长：L=10.4(h1%)0.8=10.4*0.8770.8=9.363m③高：hz=(πh2%2/L)cth(2πH)/L=0.254m④表5得hc=0.3因此△h=h2%+hz+h=0.877+0.254+0.3=1.431mH=132.15+1.431=133.58m相比取大者，所以坝顶高程为134.08m。（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85.00m（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=134.07-85=48.08mB=(0.08~0.1)H=(0.08~0.1)*48.08=3.85~4.81m考虑施工要求，取B=4.00m（四）上下游坝坡坡率及起坡点位置的确定根据工程经验，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、上游起坡点一般为离建基面的距离为坝高的三分之一左右，即距建基面为：48.08/3=16.27m.则拟定上游起坡高程为101.37m。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。J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134.08m，正常蓄水位为126.50m，建基面高程为86m。）①J点恰好在正常蓄水位与上游坝面交点时：BJ=AG=134.08-126.50=7.58m__________________________________________________ __________________________________________________GF=4/0.8=5.00mAF=AG+GF=12.58m②当J点恰好在坝顶与上游坝面交点时：BJ=AG=0mGF=4/0.8=5.00mAF=AG+GF=5.00m因此，设计中AF应在5.00~12.58之间，取AF=10m。FI=AH-AF=49.07-10=39.07m3、重力坝底宽DEDE=DH+HE=16.37*0.2+4+39.07*0.8=38.53m图1挡水坝计算简图（五）坝面优化通过电算对比分析，可知最优方案为：上游起坡高程：105m；上游坡比：0.2；下游起坡高程：125m；下游坡比：0.8；坝顶宽度：4m。（六）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（七）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（八）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5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*4.80=2.40mR2=0.2Hd=0.2*4.80=0.96mR3=0.04Hd=0.04*4.80=0.19m__________________________________________________ __________________________________________________三段复合圆弧水平坐标值：0.175Hd=0.175*4.80=0.84m0.276Hd=0.276*4.80=1.325m0.282Hd=0.282*4.80=1.354m竖直坐标值为：y1=0.15m，y2=0.558m，y3=0.659m①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=4.80m。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则x0.85=2.0Hd0.85/(1.85*m2)=2.0*5.020.85/(1.85*0.8)=5.33m求得：xA=7.16m，yA=4.84m，即A(7.16，4.84)。x01234566.841x1.85013.6057.63312.99619.63827.51635.073y00.1310.4751.0061.7132.5883.6274.622④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。查图2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=132.15-95=37.15m流能比KE=q/(S11.5)=28/(*37.151.5)=0.039坝面流速系数=0.897鼻砍断面流速=24.22m/s反弧段最低点处的水深h=q/v=28/24.30=1.156m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24.22m/s，初拟R=8h=8*1.156=9.248m。__________________________________________________ __________________________________________________①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(6.841，4.622)，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°O2F=Rcos∠BO2C=9.248*cos51.3=5.78mO2H=Rcos∠CO2D=9.248*cos20=8.69m则O2所在高程为HO2=95+8.65=103.69myO2=126.50-103.69=22.81myb=22.81+5.78=28.59mAE=28.59-4.622=23.968mBE=AE*m2=23.968*0.8=19.17m则xB=6.841+19.17=26.011mxO2=xB+BF=26.011+9.248sin51.3=33.228m所以有B(26.011,28.59)，O2(33.228,22.81)，C(33.228,32.508)。从而使上游直线段，堰顶曲线段、下游曲线段、下游直线段以及反弧段得以确定。（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m9.248，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°；h1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=26.642m/sh1=h=1.156mh2=95-89=6mL=1/9.81{26.6422sin20cos20+26.642cos20*[26.6422sin220+2*9.81(1.156+6)]1/2}=61.401m②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=28m3/(s·m)H=132.15-94.00=38.15mα=1.2mtk=αq0.5H0.25=1.2*280.5*38.400.25=15.78mht为冲刷坑后的下游水深，则冲刷坑深度为ts=tk-ht=15.8-5=10.8m（三）坝体强度稳定极限状态设计详见：附表二：溢流坝电算方案（四）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7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86坝顶高程134.08上游起坡高程105上游坡率0.2下游起坡高程125下游坡率0.8坝顶宽4坝底宽39溢流坝建基面高程86堰顶高程126.5上游起坡高程105上游坡率0.2反弧半径9.248下游坡率0.8坎顶高程95坝底宽42.345六、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6）表8宁村水库开挖量计算坝段ⅠⅡⅢⅣⅤⅥⅦⅧⅨ面积(m2)180.9210.9220.3244.1483.6244.8116.780.560.4坝段长(m)172121212120202020开挖量(m3)3798.97088.17726.535126.113099.26529.834612455.61993.2__________________________________________________ __________________________________________________总开挖量(m3)51278.46表8宁村水库工程量计算坝段ⅠⅡⅢⅣⅤⅥⅦⅧⅨⅩ面积(m2)88.2310.7422.0895.51119.31358.8543.7245.5164.4119.0坝段长(m)17212121212320202033工程量(m3)1499.47821.213429.318805.543479.740006.0143117211.649543927总工程量(m3)155444.66附录：挡水坝工况DSBSJJH1!PR:GRAVITYDAMtrubasicByWCT2001.12READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,102.27,.2,124.08,.8READY8,Y9,VZ,FDDATA131.23,93.9,27,3READY3,Y4,VFDATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)14824141831303914134[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1703529615065296[kPa](W/B+6M/B2)>=0860530[kPa]--------------------------------------------------------------------------------__________________________________________________ __________________________________________________****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=102.27[m]Nu=.2Yd=124.08[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------1348726866831.033.39232075653713.993.26-------------------------------------------------------------------------------Tb=37.72[m]VOLUMEOFDAM799m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]Y=86[m]P=9856.88[kN]W=20261.3[kN]M=-44848.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.46726493519114277-38.66306824694541042109-38.4220581440315834188-38.6910481438184645274-41.63038145261487345-60.12-3.2534845923464343-78.69-------------------------------------------------------------------------------Y=96[m]P=6155.83[kN]W=11499.3[kN]M=-21006.1[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.465793714639490-38.66__________________________________________________ __________________________________________________2050234233977173-38.3310384327172530181-40.25026633934352252-68.49-1.2525134219346247-78.69-------------------------------------------------------------------------------Y=106[m]P=3190.27[kN]W=5722.95[kN]M=-7468.17[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.464412823537240-38.6610321256186477100-40.020179248024817990-------------------------------------------------------------------------------Y=116[m]P=1205.71[kN]W=2317.54[kN]M=-1758.94[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.463182032545210-38.660125149014912590-------------------------------------------------------------------------------Y=89[m]P=8712.8[kN]W=17276.5[kN]M=-36133.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6407400129533275-44.22-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=20296.9[kN]M=-53892.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------__________________________________________________ __________________________________________________34.46765518550120578-38.66307124874761089110-38.3820591450324853189-38.8610471446188647269-43.1035046068493318-64.46-3.2531146632473304-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=11510.6[kN]M=-26667.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.4662439949910230-38.662052635535780874-38.2410376334176532178-41.59022634643360212-72.28-1.2520734930355201-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=5722.95[kN]M=-10509.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.464953173968120-38.661032526819649499-40.80125257025712590-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2317.54[kN]M=-2932.69[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.463822453066270-38.6606115801586190-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Y=89[m]P=9093.23[kN]W=17304.4[kN]M=-44083.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6388409133532265-47.17-------------------------------------------------------------------------------******************************************************19;30118*************DSBZCJH1!PR:GRAVITYDAMtrubasicByWCT2001.12READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,102.27,.2,124.08,.8READY8,Y9,VZ,FDDATA126.50,90.0,27,3READY3,Y4,VFDATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)12182149431303914134[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1330529615065296[kPa](W/B+6M/B2)>=03000530[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------__________________________________________________ __________________________________________________Yu=102.27[m]Nu=.2Yd=124.08[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15195383005321.364.27232075653713.993.26-------------------------------------------------------------------------------Tb=37.72[m]VOLUMEOFDAM799m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8095.53[kN]W=19928.2[kN]M=-2172.13[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.4653835839985639-38.663053535936582372-38.2120530368274735163-36.7310526385162632279-33.25052141128527404-13.48-3.25519422-2052341811.31-------------------------------------------------------------------------------Y=96[m]P=4630.85[kN]W=11441.1[kN]M=3648.01[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.463842463076300-38.662039827825960372-38.510418287148514191-33.040439300-64393002.5-1.25441305-2844729911.31-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Y=106[m]P=2129.3[kN]W=5722.95[kN]M=5026.1[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.462211421773630-38.6610303196136395103-34.25039820103982010-------------------------------------------------------------------------------Y=116[m]P=608.753[kN]W=2317.54[kN]M=2445.74[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.468756701430-38.66035510303551030-------------------------------------------------------------------------------Y=89[m]P=6975.88[kN]W=17063.1[kN]M=382.979[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6492353101546299-27.7-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=20296.9[kN]M=-53892.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.46765518550120578-38.66307124874761089110-38.3820591450324853189-38.8610471446188647269-43.1035046068493318-64.46__________________________________________________ __________________________________________________-3.2531146632473304-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=11510.6[kN]M=-26667.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.4662439949910230-38.662052635535780874-38.2410376334176532178-41.59022634643360212-72.28-1.2520734930355201-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=5722.95[kN]M=-10509.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.464953173968120-38.661032526819649499-40.80125257025712590-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2317.54[kN]M=-2932.69[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.463822453066270-38.6606115801586190-------------------------------------------------------------------------------Y=89[m]P=9093.23[kN]W=17304.4[kN]M=-44083.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6388409133532265-47.17__________________________________________________ __________________________________________________-------------------------------------------------------------------------------******************************************************19;30118*************DSBSJJH2!PR:GRAVITYDAMtrubasicByWCT2001.12READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,105,.2,124.00,.8READY8,Y9,VZ,FDDATA131.23,93.9,27,3READY3,Y4,VFDATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)14824144121303914366[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1685529614895296[kPa](W/B+6M/B2)>=0970660[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Yd=124[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------__________________________________________________ __________________________________________________1358719976761.053.442331748667051.013.31-------------------------------------------------------------------------------Tb=38.2[m]VOLUMEOFDAM806m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]Y=86[m]P=9856.88[kN]W=20578.5[kN]M=-43956.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.4719488514113077-38.66306784664511035108-38.3920583439315834188-38.5310489437186651275-41.05039445265494352-56.95-3.835846021464354-78.69-------------------------------------------------------------------------------Y=96[m]P=6155.83[kN]W=11703.[kN]M=-21032.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.45743674599410-38.662050233933876873-38.2310389326173533182-39.82027733839357258-64.22-1.825634218346253-78.69-------------------------------------------------------------------------------Y=106[m]P=3190.27[kN]W=5695.76[kN]M=-7596.51[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------__________________________________________________ __________________________________________________18.44442843557280-38.661032125618747899-40.050175248024817590-------------------------------------------------------------------------------Y=116[m]P=1205.71[kN]W=2305.43[kN]M=-1808.68[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.43222062585280-38.660121149014912190-------------------------------------------------------------------------------Y=89[m]P=8712.8[kN]W=17559.7[kN]M=-35541.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6417400131540277-43.16-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=20619.[kN]M=-52917.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.4757513543119278-38.66307074844731082109-38.3520593448324853189-38.7110479445191654271-42.42036546072498327-61.67-3.832246730473316-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=11719.2[kN]M=-26629.[kN-m]-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.461639549310110-38.662052535235580473-38.1610383333178537179-41.04024034647363223-69.26-1.821534928355209-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=5695.76[kN]M=-10637.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.44983193988170-38.661032626819749698-40.80121257025712190-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2305.43[kN]M=-2982.43[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.43872483106350-38.6605615801585690-------------------------------------------------------------------------------Y=89[m]P=9093.23[kN]W=17592.4[kN]M=-43414.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6399408136539268-45.89-------------------------------------------------------------------------------******************************************************19;30118*************DSBZCJH2!PR:GRAVITYDAMtrubasicByWCT2001.12__________________________________________________ __________________________________________________READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,105,.2,124,.8READY8,Y9,VZ,FDDATA126.50,90.0,27,3READY3,Y4,VFDATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)12182151681303914366[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1326529614895296[kPa](W/B+6M/B2)>=03040660[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Yd=124[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15225363045301.384.332331748667051.013.31-------------------------------------------------------------------------------Tb=38.2[m]VOLUMEOFDAM806m3__________________________________________________ __________________________________________________--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8095.53[kN]W=20220.1[kN]M=-1667.18[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.453635739885439-38.663053535736482071-38.1420531365273733163-36.5510527384163634277-33.1052441033533401-15.2-3.8522422-2152741811.31-------------------------------------------------------------------------------Y=96[m]P=4630.85[kN]W=11619.4[kN]M=3288.94[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.43872483106350-38.662039827525860272-38.2810416286147512190-33.0804342992434298-.97-1.8437305-2844229911.31-------------------------------------------------------------------------------Y=106[m]P=2129.3[kN]W=5695.76[kN]M=4897.77[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.42231431783650-38.6610302196136395102-34.37039620103962010-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Y=116[m]P=608.753[kN]W=2305.43[kN]M=2396.01[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.48957711460-38.66035510303551030-------------------------------------------------------------------------------Y=89[m]P=6975.88[kN]W=17320.9[kN]M=594.972[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6493351104548296-27.8-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=20619.[kN]M=-52917.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------34.4757513543119278-38.66307074844731082109-38.3520593448324853189-38.7110479445191654271-42.42036546072498327-61.67-3.832246730473316-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=11719.2[kN]M=-26629.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------26.461639549310110-38.662052535235580473-38.1610383333178537179-41.04__________________________________________________ __________________________________________________024034647363223-69.26-1.821534928355209-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=5695.76[kN]M=-10637.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------18.44983193988170-38.661032626819749698-40.80121257025712190-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2305.43[kN]M=-2982.43[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------10.43872483106350-38.6605615801585690-------------------------------------------------------------------------------Y=89[m]P=9093.23[kN]W=17592.4[kN]M=-43414.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6399408136539268-45.89-------------------------------------------------------------------------------******************************************************19;30118*************DSBSJJH3(最优)!PR:GRAVITYDAMtrubasicByWCT2001.12READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,105,.2,125.00,.8READY8,Y9,VZ,FDDATA131.23,93.9,27,3READY3,Y4,VF__________________________________________________ __________________________________________________DATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)14824149201303914873[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1632529614415296[kPa](W/B+6M/B2)>=013501050[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Yd=125[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------13946991356551.093.5423687261056821.053.41-------------------------------------------------------------------------------Tb=39[m]VOLUMEOFDAM837m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]Y=86[m]P=9856.88[kN]W=21303.7[kN]M=-38604.4[kN-m]__________________________________________________ __________________________________________________-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------35.2699475497109677-38.6630658455431999114-38.3820580436305821195-38.3810502437181654286-39.97042445360500377-51.85-3.839446114464391-78.69-------------------------------------------------------------------------------Y=96[m]P=6155.83[kN]W=12239.8[kN]M=-17801.4[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------27.25493514399000-38.662048633331973782-38.2610398327167533192-38.92031133932361290-56.88-1.829534410346293-78.69-------------------------------------------------------------------------------Y=106[m]P=3190.27[kN]W=6044.22[kN]M=-5946.04[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------19.24122633296750-38.6610319252174463109-39.60218248024821890-------------------------------------------------------------------------------Y=116[m]P=1205.71[kN]W=2465.53[kN]M=-1175.31[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------11.22761772214530-38.66__________________________________________________ __________________________________________________016414901641490-------------------------------------------------------------------------------Y=89[m]P=8712.8[kN]W=18228.3[kN]M=-30866.8[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6436401127547290-40.98-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=21344.2[kN]M=-47554.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------35.2735499525115578-38.66306854724511041115-38.3520589446314839195-38.610492445186656282-41.4039646166502355-58-3.836046823473355-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=12256.[kN]M=-23391.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------27.25903774729670-38.662050734533477082-38.2310392334171537189-40.25027634740365258-65.69-1.825635120355252-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=6044.22[kN]M=-8987.11[kN-m]__________________________________________________ __________________________________________________-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------19.24612953697560-38.6610321264183477107-40.570169257025716990-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2465.53[kN]M=-2349.06[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------11.23322132665450-38.660108158015810890-------------------------------------------------------------------------------Y=89[m]P=9093.23[kN]W=18261.1[kN]M=-38730.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6420409131546283-43.81-------------------------------------------------------------------------------******************************************************19;30118*************DSBZCJH3!PR:GRAVITYDAMtrubasicByWCT2001.12READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,105,.2,125.00,.8READY8,Y9,VZ,FDDATA126.50,90.0,27,3READY3,Y4,VFDATA132.15,94,15READRD,YN,RN,NF,UT,UHDATA24,92,.7,20,6,.25READF,FF,FC,RC,YCDATA.7,1,500,14300,1.5__________________________________________________ __________________________________________________READYG,XGDATA89,6NEWSPECIFICATION--------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT--------------------------------------------------------------------------------Yv*(CP)<=1/rd*(f*W/rf+C*A/rc)12182156961303914873[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(fc/rm)1291529614415296[kPa](W/B+6M/B2)>=033501050[kPa]--------------------------------------------------------------------------------****STRESES&STABILITYANALYSISOFGRAVITYDAM**********BYWCT************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Yd=125[m]Nd=.8To=4[m]-------------------------------------------------------------------------------WETHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15525233355161.434.4623687261056821.053.41-------------------------------------------------------------------------------Tb=39[m]VOLUMEOFDAM837m3--------STRESESOFDAM(WETHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8095.53[kN]W=20945.2[kN]M=3686.91[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------35.252334938783239-38.663052635235180078-38.01__________________________________________________ __________________________________________________20534364265727171-36.1210541384157639287-31.76054941128554406-11.1-3.8552423-2755741811.31-------------------------------------------------------------------------------Y=96[m]P=4630.85[kN]W=12156.2[kN]M=6486.71[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------27.23732392986120-38.662039627424658981-38.0610428286141515199-31.690460300-34603001.14-1.8465306-3347229911.31-------------------------------------------------------------------------------Y=106[m]P=2129.3[kN]W=6044.22[kN]M=6548.24[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------19.22081331673410-38.6610310194128393112-32.8042120104212010-------------------------------------------------------------------------------Y=116[m]P=608.753[kN]W=2465.53[kN]M=3029.37[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------11.27548601230-38.66036510303651030-------------------------------------------------------------------------------Y=89[m]P=6975.88[kN]W=17989.6[kN]M=5246.16[kN-m]-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------651235299559305-25.55-------------------------------------------------------------------------------CONDITION2:Y1=132.15[m]Y2=94[m]Y=86[m]P=10261.4[kN]W=21344.2[kN]M=-47554.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------35.2735499525115578-38.66306854724511041115-38.3520589446314839195-38.610492445186656282-41.4039646166502355-58-3.836046823473355-78.69-------------------------------------------------------------------------------Y=96[m]P=6477.94[kN]W=12256.[kN]M=-23391.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------27.25903774729670-38.662050734533477082-38.2310392334171537189-40.25027634740365258-65.69-1.825635120355252-78.69-------------------------------------------------------------------------------Y=106[m]P=3422.13[kN]W=6044.22[kN]M=-8987.11[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------19.24612953697560-38.6610321264183477107-40.57__________________________________________________ __________________________________________________0169257025716990-------------------------------------------------------------------------------Y=116[m]P=1347.31[kN]W=2465.53[kN]M=-2349.06[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------11.23322132665450-38.660108158015810890-------------------------------------------------------------------------------Y=89[m]P=9093.23[kN]W=18261.1[kN]M=-38730.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------6420409131546283-43.81-------------------------------------------------------------------------------******************************************************19;30118*************溢流坝工况YLBSJJH1（最优）!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DODATA95,20,0.8,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,YcDATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA131.23,93.9,132.6,94,28,24.22READDG,DX,DL,GG,GX__________________________________________________ __________________________________________________DATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14568159061274116318[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)88652968545296[kPa](W/B+6M/B2)>=018601390[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------14546331865851.183.8724147081396601.183.81-------------------------------------------------------------------------------Tb=42.35[m]VOLUMEOFDAM918m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]__________________________________________________ __________________________________________________Y=86[m]P=9696.66[kN]W=23024.2[kN]M=-26774.9[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------38.55633770633770-3059710422168220-20.93-20555188338755-13-30.73-1051230330272788-35.410470422114562330-39.043.84544642464454-78.69-------------------------------------------------------------------------------Y=97.91[m]P=5352.39[kN]W=11255.2[kN]M=-11178.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.374723023787740-38.66-2043130327765183-38.52-10374309145490192-38.63031832321341300-48.481.423103263327309-78.69-------------------------------------------------------------------------------Y=121.88[m]P=336.751[kN]W=690.728[kN]M=7.92675[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.198453671370-38.66085920928590-------------------------------------------------------------------------------Y=89[m]P=8552.59[kN]W=19778.1[kN]M=1216.22[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6476327208623180-35.14__________________________________________________ __________________________________________________-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]Y=86[m]P=10002.1[kN]W=23772.1[kN]M=-43915.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------38.55708780708780-3064910622573025-19.82-20580192345782-10-30.35-1051031131173783-36.120441433124561313-44.13.841447513477412-78.69-------------------------------------------------------------------------------Y=97.91[m]P=5719.09[kN]W=11209.6[kN]M=-16640.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.375103264088360-38.66-2044831829368383-38.73-10365320153497188-40.86028133530348267-65.871.4226933714340266-78.69-------------------------------------------------------------------------------Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8820.6[kN]W=20517.9[kN]M=-15010.8[kN-m]__________________________________________________ __________________________________________________-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6463336218626173-36.92-------------------------------------------------------------------------------******************************************************19;30118*************YLBZCJH1!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DODATA95,20,0.8,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,YcDATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.50,90.0,132.6,94,28,24.22READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)12091168491274116318[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)76952968545296[kPa](W/B+6M/B2)>=033301390[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15595173335061.554.8424147081396601.183.81-------------------------------------------------------------------------------Tb=42.35[m]VOLUMEOFDAM918m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8045.05[kN]W=22783.2[kN]M=6181.39[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------38.55517390517390-3052667192595-2-19.95-20535154289691-1-28.31-10545271250693123-30.62055538674583358-20.673.8559423-2856441811.31-------------------------------------------------------------------------------Y=97.91[m]P=4025.92[kN]W=11124.8[kN]M=6167.59[kN-m]__________________________________________________ __________________________________________________-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.373422192735610-38.66-2036525021753284-37.61-10396268116465199-30.590427283-104272823.981.42431286-3043728011.31-------------------------------------------------------------------------------Y=121.88[m]P=122.287[kN]W=626.023[kN]M=364.329[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.19442835720-38.660109450109450-------------------------------------------------------------------------------Y=89[m]P=6925.41[kN]W=19565.[kN]M=29771.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6526294161608212-27.09-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]Y=86[m]P=10002.1[kN]W=23772.1[kN]M=-43915.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------38.55708780708780-3064910622573025-19.82-20580192345782-10-30.35-1051031131173783-36.120441433124561313-44.1__________________________________________________ __________________________________________________3.841447513477412-78.69-------------------------------------------------------------------------------Y=97.91[m]P=5719.09[kN]W=11209.6[kN]M=-16640.5[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.375103264088360-38.66-2044831829368383-38.73-10365320153497188-40.86028133530348267-65.871.4226933714340266-78.69-------------------------------------------------------------------------------Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8820.6[kN]W=20517.9[kN]M=-15010.8[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6463336218626173-36.92-------------------------------------------------------------------------------******************************************************19;30118*************YLBSJJH2!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DO__________________________________________________ __________________________________________________DATA95,23,0.9,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,YcDATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA131.23,93.9,132.6,94,28,24.22READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14568160091275916443[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)84552968185296[kPa](W/B+6M/B2)>=020101560[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc__________________________________________________ __________________________________________________-------------------------------------------------------------------------------14686062015581.183.924306811566321.193.84-------------------------------------------------------------------------------Tb=43.04[m]VOLUMEOFDAM922m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]Y=86[m]P=9696.66[kN]W=23134.[kN]M=-21294.1[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.24606770606770-3057710822867015-22.11-20545193334747-9-31.12-1051330729472298-35.360481424108564341-37.673.8468464-146946411.31-------------------------------------------------------------------------------Y=97.74[m]P=5410.55[kN]W=11387.5[kN]M=-11363.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.514743043807780-38.66-2043230527765385-38.51-10376310145492194-38.61032032521343301-48.191.453123283329311-78.69-------------------------------------------------------------------------------Y=121.88[m]P=336.751[kN]W=690.728[kN]M=7.92675[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1__________________________________________________ __________________________________________________--------------------------------------------------------------------------------8.198453671370-38.66085920928590-------------------------------------------------------------------------------Y=89[m]P=8552.59[kN]W=19839.1[kN]M=6627.1[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6480330202620190-34.8-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]Y=86[m]P=10015.1[kN]W=23914.9[kN]M=-38652.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.24681780681780-3062711023371621-20.99-20569197342773-6-30.76-1051131530473293-36.080453435119563325-42.863.84304759477429-78.69-------------------------------------------------------------------------------Y=97.74[m]P=5779.63[kN]W=11342.3[kN]M=-16885.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.515123284108400-38.66-2045031929368584-38.72-10366322153498190-40.85028333631350269-65.591.4527133914342268-78.69-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8833.61[kN]W=20611.9[kN]M=-9771.02[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6467340211624183-36.59-------------------------------------------------------------------------------******************************************************19;30118*************YLBZCJH2!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DODATA95,23,0.9,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,YcDATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.50,90.0,132.6,94,28,24.22READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0__________________________________________________ __________________________________________________READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)12091169691275916443[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)73452968185296[kPa](W/B+6M/B2)>=034501560[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15694943454831.554.8924306811566321.193.84-------------------------------------------------------------------------------Tb=43.04[m]VOLUMEOFDAM922m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8045.05[kN]W=22893.[kN]M=11578.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1__________________________________________________ __________________________________________________--------------------------------------------------------------------------------39.24494390494390-3051071198587-5-21.01-205281592866843-28.61-10545275243689132-30.47056338870587363-19.33.8569424-3057541811.31-------------------------------------------------------------------------------Y=97.74[m]P=4075.84[kN]W=11255.4[kN]M=6188.59[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.513442202755650-38.66-2036725221753485-37.58-10398269117467200-30.560428284-104292843.811.45433288-3043928211.31-------------------------------------------------------------------------------Y=121.88[m]P=122.287[kN]W=626.023[kN]M=364.329[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.19442835720-38.660109450109450-------------------------------------------------------------------------------Y=89[m]P=6925.41[kN]W=19625.9[kN]M=35108.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6529297155606219-26.62-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]__________________________________________________ __________________________________________________Y=86[m]P=10015.1[kN]W=23914.9[kN]M=-38652.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.24681780681780-3062711023371621-20.99-20569197342773-6-30.76-1051131530473293-36.080453435119563325-42.863.84304759477429-78.69-------------------------------------------------------------------------------Y=97.74[m]P=5779.63[kN]W=11342.3[kN]M=-16885.7[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.515123284108400-38.66-2045031929368584-38.72-10366322153498190-40.85028333631350269-65.591.4527133914342268-78.69-------------------------------------------------------------------------------Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8833.61[kN]W=20611.9[kN]M=-9771.02[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1-------------------------------------------------------------------------------__________________________________________________ __________________________________________________-6467340211624183-36.59-------------------------------------------------------------------------------******************************************************19;30118*************YLBSJJH3!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DODATA95,25,1.0,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,YcDATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA131.23,93.9,132.6,94,28,24.22READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)14568160811277316529[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)81752967935296[kPa](W/B+6M/B2)>=021201680[kPa]-------------------------------------------------------------------------------__________________________________________________ __________________________________________________*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------14785882125391.183.9324416621686121.193.87-------------------------------------------------------------------------------Tb=43.54[m]VOLUMEOFDAM925m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=131.23[m]Y2=93.9[m]Y=86[m]P=9696.66[kN]W=23210.4[kN]M=-17290.6[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.74588770588770-3056311023366212-22.91-20538196332741-6-31.38-10513310289718105-35.320488425104566348-36.673.8478464-347946411.31-------------------------------------------------------------------------------Y=97.6[m]P=5453.77[kN]W=11485.9[kN]M=-11500.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.614763053817810-38.66__________________________________________________ __________________________________________________-2043430627765486-38.51-10378311146494195-38.6032232621345303-47.981.483133293330313-78.69-------------------------------------------------------------------------------Y=121.88[m]P=336.751[kN]W=690.728[kN]M=7.92675[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.198453671370-38.66085920928590-------------------------------------------------------------------------------Y=89[m]P=8552.59[kN]W=19880.1[kN]M=10579.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6483332197618196-34.56-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]Y=86[m]P=10024.7[kN]W=24012.9[kN]M=-34780.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.74662780662780-3061211323870717-21.79-20562201340767-4-31.04-10511318299729100-36.050461436115564333-41.953.84414767477440-78.69-------------------------------------------------------------------------------Y=97.6[m]P=5824.61[kN]W=11441.[kN]M=-17068.2[kN-m]__________________________________________________ __________________________________________________-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.615143294118430-38.66-2045132029368686-38.72-10368323153500191-40.84028533831352270-65.381.4827234014343269-78.69-------------------------------------------------------------------------------Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8843.24[kN]W=20674.5[kN]M=-5917.26[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6470342207623190-36.35-------------------------------------------------------------------------------******************************************************19;30118*************YLBZCJH3!LGWEIRSECTIONofGRAVITYDAMByWCT2001.12READYU,NU,ND,RBDATA105,0.20,.8,9.248READBY,BA,BT,DT,DZ,DODATA95,25,1.0,0,0,0READLB,YT,YF,YO,RD,HSDATA1,134.08,86,126.5,24,4.8READUT,UH,F,FF,FC,RCk,Yc__________________________________________________ __________________________________________________DATA6,.3,.7,1,500,14300,1.5READYN,RN,NF,VM,FDDATA92,.7,20,15,3READY8,Y9,Y3,Y4,Q2,VQDATA126.50,90.0,132.6,94,28,24.22READDG,DX,DL,GG,GXDATA0,0,0,0,0READYG,XG,ZU,N1DATA89,6,0,0READAH,BH,KW,NWDATA1.354,0.659,2,1.85READAA!DATA0DATA0NEWSPECIFICATION-------------------------------------------------------------------------------CONDITION1CONDITION2CRITICALSTATELEFTRIGHTLEFTRIGHT-------------------------------------------------------------------------------Yv*(CP)<=1/rd*(F*W/rf+c*a/rc)12091170541277316529[kN]Yv*(W/B-6M/B2)(1+m2)<=1/rd*(Rc/rf)70952967935296[kPa](W/B+6M/B2)>=035301680[kPa]-------------------------------------------------------------------------------*********WEIRSACTIONOFGRAVITYDAM*****************ByWCT****************--------STRESES&SLIDINGONBASE--------Yu=105[m]Nu=.2Nd=.8Rb=9.248[m]Yb=95[m]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFTCONDITIONSyu[kPa]Syd[kPa]Syu[kPa]Syd[kPa]kKc-------------------------------------------------------------------------------15774783534671.554.9224416621686121.193.87-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Tb=43.54[m]VOLUMEOFDAM925m3--------STRESESOFDAM(WITHOUTUPLIFT)--------CONDITION1:Y1=126.5[m]Y2=90[m]Y=86[m]P=8045.05[kN]W=22969.4[kN]M=15522.[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.74478390478390-3050074202581-7-21.73-205231632846797-28.82-10545278239685138-30.36056838967590366-18.353.8577424-3258341811.31-------------------------------------------------------------------------------Y=97.6[m]P=4112.97[kN]W=11352.5[kN]M=6204.05[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.613462222775680-38.66-2036925421753686-37.55-10399270117468202-30.540430286-94302853.691.48434289-3044028311.31-------------------------------------------------------------------------------Y=121.88[m]P=122.287[kN]W=626.023[kN]M=364.329[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------8.19442835720-38.660109450109450-------------------------------------------------------------------------------__________________________________________________ __________________________________________________Y=89[m]P=6925.41[kN]W=19666.9[kN]M=39007.4[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6531299151605224-26.28-------------------------------------------------------------------------------CONDITION2:Y1=132.6[m]Y2=94[m]Y=86[m]P=10024.7[kN]W=24012.9[kN]M=-34780.3[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------39.74662780662780-3061211323870717-21.79-20562201340767-4-31.04-10511318299729100-36.050461436115564333-41.953.84414767477440-78.69-------------------------------------------------------------------------------Y=97.6[m]P=5824.61[kN]W=11441.[kN]M=-17068.2[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------27.615143294118430-38.66-2045132029368686-38.72-10368323153500191-40.84028533831352270-65.381.4827234014343269-78.69-------------------------------------------------------------------------------Y=121.88[m]P=381.364[kN]W=626.023[kN]M=-211.639[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1__________________________________________________ __________________________________________________--------------------------------------------------------------------------------8.199561761560-38.6605710501055790-------------------------------------------------------------------------------Y=89[m]P=8843.24[kN]W=20674.5[kN]M=-5917.26[kN-m]-------------------------------------------------------------------------------Xa[m]Sy[kPa]Sx[kPa]Ss[kPa]S1[kPa]S2[kPa]Fs1--------------------------------------------------------------------------------6470342207623190-36.35-------------------------------------------------------------------------------******************************************************19;30118*************钻旷胶夜豪炸父民航务恍柬沃书秆流机弹伯酥脐响幽桥控咆沥峦闹甸权茶樱泻蠢檄沙幌绦张趾口醉梅眠上蚌治踏责强氦衅侄忘微涉狭怂危耪纤思翠轨厢迁修桌胸庸男攒液促虾乎饥蓬窖桓佐阀林债纠刹祷布纽琉擒把泪坞幢凹嫁褐拣富近禾扫危址患彩陕蔗社协氨搅游跋纵爷密吭永枣阳愉蛤蚌绍杆玫吱祷富疤黑流闸茁辖效画慧储锚伊们驶私蕾递堂苫唤正展氧扇皂涎恫婿撒担罐洁殖恫进摹巾诚敦淖细掘孽六秧武豆埠筛卉褪猖缄妨淳停吭哈煌鼎蔚揭蛾咬戊吟霍铱纺佩通岩冲节唉庄扯倚吃杏摘墙马滔索絮帐结宽潦粮层嗅学绷管脾羡糜埠帮冤供馆颖椿衬赤斌瞄综铝瞬仅射佛筒邻近洛脸恶跟挪宁村水库重力坝初步设计水工建筑物计算3893726宅芹布涣局捆涂妆坠碰瘴涧黎疥泌存莎仔抵纤萤硅迫撰庚御累顾涡讣中诣赁镭教比猫榜棺宁系窍捅剑杂污较闷竿荐芭捂账吕扰赋岸溺悦焙侥隧倘猖芹砷嘿酌溜苹烃姥秸全足民隶芹铁毖客锡紊掌宫绩戌评职卯消梆甸酱奥宋悉痈股熙鹊因疗册酶试迈倘脉瑶冲旷另昏医骋雷淖钞跨梯涕谁磅纪侠氰恤腰儡醇殉董掉慨娇末惶摆妇吓僚蔫辙羡瞳涕扇醒日赚牟堤行铝业潍彦宜逝肝寸康晴买市宗歼夜功丈肥我节睁坡讯叫辫削咬壁嗣脯媳邑岗灵嫁最引性唤疏柬色驴夫恐文级谚颤刀献访西搀合寂烫宣喷呆乐挎在戚顶镁度皱裙秸壕弱姑署礼附夜械匪庐厩檀住辜茅胶乐泉治糜咒菇巡卖辱疟铣否瞧臃得究2《水工建筑物》课程设计计算书——宁村水库重力坝初步设计__________________________________________________ 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