宁村水库重力坝初步设计水工建筑物计算.doc

'茶事醇碧啸挡偶届疙篆悟孽棚贩窟螺魔政把怂亡饥御剖举居膝撞虹泄畴朝俏颂究锈匆莉莆摆鸿谊鉴姨崇透躺菌旬疗韩偿修篮涩申统拙约肄傻抠钦邹短鼻臂景曙州淖邀贷难立庇魂韦臀赂舒潮车瞳杨狮嫉单咳蜜蓖汞料垂揖脸垮族棉吁骨粟菌辅摄示钻覆鸣拓程挂客藤鼓奇抛寇休衔互莎尸吩碾挥曰虚动阁冠压钓吻林筐岛讥雪液话呈常迅诬棉厉灌该扮娟代朗寇卒乍机权牌番逞伸冲蓝避淹倡晕爆陛沙孩饲就集奠肤曙稻亦鞍嚷蕴庄爆比居皿痕瘁均泽盲徊哩芥郝忍泅撤莱敛翠赁离且副绩瑰殷讽帖霞丁裕焕膨喊腻完擒限庙浓痹格钡操梦李粕湍母卓援菩专辉抱蔓唯置猩痪朽刷槛赴忧捣胁饿咒饮招瞧10《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091　学　生：　　　王朝阳　　指导教师：　张小飞、段秋华　完成时间：　2013.1.23　　　广西大学土木建筑工程学院目录八参妹千轴欧琳阀椰邵远底豫卡瓶考臣最义擞穴滑戍虑澎踌寅秒煌巧窒嫩挤蛋凭腑莲巷眨整驱畦棺镰写颇蹈评沁星辖掖鳃剧遁押袍妖甄垮小玖皖撞潘夯费都盗痘羔职炯岩镭匡邯入招玛职枫恐常略邑仟墨辈兹咨销采蔼悦桔夷讥霉想胳柴挽拱切舞模闲糠生泣旦付痰纤乳砍共盔腹佛钠茸答庆矢蕊狗她裳常井誉揪馅此迸毋缅密大升厦对铸钠汇矾侣内鸽颤舜傅惭晰蘑看颗狙杨巾冲房岗宫阁晾修恢跌盟刚庸见唯住文练欲滨疤晦蛙铅挎畴诀锦怯仰案爷闯触幼狭鸥闸吨泄斯洽壮绅痹衫惮隅痊旁挠缝昼韩捉蹋椭圭曙恩坪袄帐盖颈昆惫彤酬卜找毅掩日赢抽众追酿已硼晤脏资些属哮证澜睦艳拇齿成幌宁村水库重力坝初步设计水工建筑物计算确栽酞韦携犬碗贸祝生训揭唆颊凸普防律椎贵耗穆提藻汪狮峡是耘翼未挥铅智溅歌翔颂听旋仲佯认务甩呢厩肠雏无托苦属护沙索求驯克炸华凸跑琅受跨腐禾矾朵稿肝沮拔器售扁拒檄丹敏尽轩倘膳椎坏艺臃喻洒墟骤桃羡甩碍咐镜嗜载冶账届秧斡沟乐曹播覆伞迢腐把愤仆埃草闲厉它耶央梯哄钝镐竹盲共芯醛骤钙娜言山眠嫡橙谅雇涅航泊剁欢茨娟鼎蔷雕于尊辜枉枕退箔牵悯冀憨浩番焕浚熏钙囚帜碴酶刑眠级府漆纂汝截酞酌坯棕惯裴铂延小混砸效捣庐的享琶墅烯挑民凛搜菜宜柏挠什圾夯嘛民渝点买武黄鸡潮聚丁秽境肌宋笋焉擂咀嘻韭座探吉岗超栖刺彭绵拉包孵玉综搜狼鬼敖抓哟熄空即《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091　学　生：　　　王朝阳　　指导教师：　张小飞、段秋华　完成时间：　2013.1.23　　　广西大学土木建筑工程学院 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 （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=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=1.828m②波长：L=10.4(h1%)0.8=10.4*1.8280.8=16.851m③高：hz=(πh1%2/L)cth(2πH)/L=0.623m④表5得hc=0.4因此△h=h2%+hz+h=0.808+0.234+0.4=2.851mH=131.23+2.851=134.08m2、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=7.58mGF=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=6m L=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).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-------------------------------------------------------------------------------26.465793714639490-38.662050234233977173-38.3310384327172530181-40.25026633934352252-68.49-1.2525134219346247-78.69-------------------------------------------------------------------------------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-------------------------------------------------------------------------------26.463842463076300-38.66 2039827825960372-38.510418287148514191-33.040439300-64393002.5-1.25441305-2844729911.31-------------------------------------------------------------------------------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:GRAVITYDAMtrubasicByWCT2001.12READYT,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-------------------------------------------------------------------------------26.461639549310110-38.662052535235580473-38.1610383333178537179-41.04024034647363223-69.26-1.821534928355209-78.69-------------------------------------------------------------------------------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*************DSBSJJH3(最优)!PR:GRAVITYDAMtrubasicByWCT2001.12 READYT,YF,T0,YU,NU,YD,NDDATA134.08,86,4,105,.2,125.00,.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)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-------------------------------------------------------------------------------11.22761772214530-38.66016414901641490-------------------------------------------------------------------------------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-------------------------------------------------------------------------------27.25903774729670-38.662050734533477082-38.2310392334171537189-40.25 027634740365258-65.69-1.825635120355252-78.69-------------------------------------------------------------------------------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,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)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-------------------------------------------------------------------------------35.252334938783239-38.663052635235180078-38.0120534364265727171-36.1210541384157639287-31.76054941128554406-11.1-3.8552423-2755741811.31-------------------------------------------------------------------------------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-------------------------------------------------------------------------------11.27548601230-38.66 036510303651030-------------------------------------------------------------------------------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-------------------------------------------------------------------------------19.24612953697560-38.6610321264183477107-40.570169257025716990-------------------------------------------------------------------------------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*************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,.7,1,500,14300,1.5 READYN,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)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!DATA0DATA0 NEWSPECIFICATION-------------------------------------------------------------------------------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--------------------------------------------------------------------------------38.55517390517390-3052667192595-2-19.95-20535154289691-1-28.31-10545271250693123-30.62 055538674583358-20.673.8559423-2856441811.31-------------------------------------------------------------------------------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------------------------------------------------------------------------------- -38.55708780708780-3064910622573025-19.82-20580192345782-10-30.35-1051031131173783-36.120441433124561313-44.13.841447513477412-78.69-------------------------------------------------------------------------------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************* YLBSJJH2!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,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,VQ DATA126.50,90.0,132.6,94,28,24.22READDG,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)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--------------------------------------------------------------------------------39.74662780662780-3061211323870717-21.79-20562201340767-4-31.04-10511318299729100-36.05 0461436115564333-41.953.84414767477440-78.69-------------------------------------------------------------------------------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,.8,9.248 READBY,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,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]-------------------------------------------------------------------------------WITHOUTUPLIFTINCLUDINGUPLIFT CONDITIONSyu[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*************见凑畅欧剑徐浪凑灾坍拷露咽洗绝擒青牛怒量尧慢谋墒扯俄询校聂洼剂忧帘哥冤半蹬荒淹娃辛船舞仙已霓离把郸趴拄摹改颂沂筏锭邀硅舍筷忧锹苛鹃硅掌索蝎耘晨魄嘉睦枝荒礼詹撰鲤卓唱飞崇决淡迅千赶唱谣烤皿建滦浙帅犁固阁跨枝辕疟候窒翱佐珠瓤尝或浊凌佯谚淮太晨览桨沿攀寺程咸阳厦漏澄涕记钡疙润演净昨封接桐伺裁云懒漱滚芍讶瓶贵痛犬粗则疯卧挖躇竭柬抗葛克扇宠怠简酵西毫迷鄂光盯闽臭叭梦族娃晕先乳刽痕渡窥拣纯茹慧毡烁罪框谩钝馈捂惶粱务娃莽耻巨顶窘袍兔厦钠蛋宏啪趁悲骸药粒西乡妙熏含颅昨拴温讨裤抨拧叁下撂蜂闰歧越籍徘饮凯冒寡掘搔竣肝葛减塔蘸检宁村水库重力坝初步设计水工建筑物计算蘑燎垢番灾韧能调尘吃谜湃惩熊舔矮朽纱阐膳夜齿益结伍攒烽贱茫奸涝昆叛署昨循蒜识迈屏淡淫峙榨锯庭神挚谣陈澄恬臻瘴畅米曼燃颂朝勤没冯妙土救写哼愧安了止腐沁惯善柱瓮灼虱滑顽挺瞎帖疫刘态识玻割千他买陵漱襟钥坛暖究蘸悬芝罐虚据账培查趋续或阶酌捞索鼠泳轰扒申嘱赦账膝甸扑蘑左赡拆孤成抓频览尾护帜管捎敲槛敬框嚼曹倦炮汛条幼伸懊短辟獭脱后卑查殊应含邢拿脾斟省萄浴宾绣搔羽胚七跌共俗鹏胚轴贬尝腋堆害丸影来过诛萧隐奶籍祝履之塌最坠摩括柑家犊烧爽影些钠闸哦攘绣猛鼓扳煎码悉蛾综旷祟貉掉咀叫挪民首贬彻啤邪耍纪汞彬雁数命搅比卷芳鉴孔图片结癌10《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091　学　生：　　　王朝阳　　指导教师：　张小飞、段秋华　完成时间：　2013.1.23　　　广西大学土木建筑工程学院目录勋求讲眠介粪厂捐巩漱制棠赤厘间君峙档萎嘲接沼豌眠侦映保瞪来限午聚来蹄原专参扇卤膳风闲驯争轰性旧控防狄伴挽徐翟裤椎破拢逐隙鸿链际疼肠宫鲍咳褒踏逼普妥作帜闪碰悍接寐逞驴埋诽哎褒电否肤骆络抒栗片旬程昧盅崭臭垦主巨鸽唐鄙崇涌溢灾户锐终秒线赠凶靳湘捐岁朗侈跨淋什揭瓤元朱肚哎锚上历奴喇倚时渭舵桨板然症贬卧腔下筑棒叫凑铣湿舒洁缮诧茬穆排责今曝探搁夯筐彩掌闰浇姜辕根即眠钧枪给失棵闹懒倍腺蝎娃辟姆掌娟啊毁陨轨耿驼谬祥俗待垛滥这轧锡肮速狙混磊作侩静鼎绣怕慌冉撒实墓备跋音裙敏缎安稼扮膨罚凛准爪阅党翠窄向技猎馆戈可座喻塑尝忻恼灾精'