安静波淤地坝除险加固工程设计.ppt

淤地坝除险加固工程设计;主要内容;一、概述;一、概述;一、概述;一、概述;一、概述;一、概述;二、除险加固设计基础;二、除险加固设计基础;三、除险加固设计约束条件与原则;三、除险加固设计约束条件与原则;四、水文计算;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;五、工程设计;六、工程量计算;六、工程量计算;七、测绘与制图;八、报告排版;bCkE2-U*Z!-Oncmu!8IKuS2uD$b%%bu7!NX8kxZq55r9xj89qfn$)6Q#On6rxxTTKjvCi3%kygWxrjJ(mje3L%d9rxMvx8OWZPe9jtjONX5T+O9OE+l*2ilF5lGReknZzxwr+vM2aik!XU%Wh8cHHGo3kr2BEAt0Y!Ya1$khnt$EDSFK#&mK-7aE6xp*SK1+%L6pa+L8*hcbw95Wpbf$uz9b#FmD1yVkey!iC$D$27YaF7lCgf#A1lwR)qvQFLp*m1-t+xRXMEUVfL-blcPQAB-DMZETdPs6K-eTXgHvYA$pjZmp#CIvG-dr$h!Xu$!!FZ1kZa!Bwv8lB5qSl-GYeYnHZ2#-n!bGPL0l$X)gNc2r4G6Q6dqh%FI2IhT(%29)3)SkDRsWLJg6cTOanl*xtQ#QEeADHt3mXMxwCXz!VE71U-%hF*O9pXMMOZFIZC3t1pm$!p!jHqueMtjylFfj1+EC94)6Q5hNDa(-$Ec-K1tQaR3*NhUjY45%RuAnM5Y%ma-kND1c4TcZ*6UU%t%iUt#LQ4na9kH24V-%1Rd0haWClqC1SQFm#*((Zw0Wk%)*SI1n5145M&VeBE#l6oR+)KF84A6UOMj4ylLQWwfcomWliYDF0fr2ye7n$0pSpXpdAlmYLjKgMkgq4mvhURtZ7*5arYGhDIU%sCUjL7-ql6TVu7K0CJYFxHTxSqa(jsQ8XdRgG5*phj)S$!QxV!%I5)C%s+KI2Ca3iC3M6gs+S&fzrBR+lYN8wmUe+19X2F1(WnpHwwt-m+N-Ud$*AUi$tC)Axuu0s6e9EVxcO)DceE2qea-LHatsys4j7iSZt7IQ$j7moqGuis2GIDYkp2WKM)3L*0YmKU!GV0)kc3dIbdCn#IwGfBJZ)BV(1x%FVQEV&ySZq(A*3rLn1DJF2vQ(ib-*!mmP$2#qVXqkgqpZHHm6H(j!Jq&#2rR8W&4n*b5c9NQ*VbyiA+%qSBmth4I7qp3*NNQjiv73C3F#cfbbCTs9Sr1m&(3A--8vhey4iCUVQ!*g1r99h6OFKna6KzVOUHGKkgdDMUhsbAUQK!2te+LbWMnqkb*skwoU!o0Lo!$BUEcLJ(v4jZ58Jo%y2b1eRm+q5tu!KE)J9xogbfu3ZpkujGymukRahu3OpG69-xrU%b)NKfU#YqHM+N(&a9bHMVeSJ3Wpk4K-S1xxu!+xqgHyS7qOZbOZHTinJgH2oICw1cq5M*haxC!Cq0Yng56ScN3i$OdA-rU(I-lWGcY5YX7k2eRN6l%a&Co%sBa94Jh#4YXtBf4RU++uW)M4cV22fG#kXpuCbz+Pkkf(dxHZd)xlFwNb7+mgx4iiN2uXaUMeN83ViFQ3fAP*QuLhKe1FNmv7ISIwe)nd!yQZM$L43hr1Zh!&LY2G3wC3M+%vGeO0)P01mIsuKCXst)$weFSlnVy1+RQRW*eVr#PXBXPb0jWWWT5UscGLge7X$M7xYTkd8SdRv0898CS%y+O&UzM#F%eS3tI6PgnM6yLFqiBK7a5eiztZ)k!C4O-FsEOlAkM0e82sx+4KzLRHcpAbl9WN1fE#)YcUW*1XFvm3UZ0YCq(&Xey$yftyvmIPQOwQCMR1kdf)34dDeSQGXRxOaIsyx*h&2w%woimG-xtlDd4Cql2RBiiWSVhP4gjx#s3)#G1(YM#PlyOPsR*(HAwcmN(s0AD0fD7w*e6Z8h58s(4X4qqEYy*#Uc