淤地坝除险加固工程设计.pptx

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;j)vSy!5CdewK0212+SIHSI-y1X41Vsht!ptq-tV!BE#yqwXQ(h!b$*xX-mCC6P44%lkoHX9)avhg!z+5%Rm7lgp8nIfH!3mV1HmwUAVz6HRh9*b%!2svSjv4F+mijpBgdYe8qUW(Oj19mX$3#dfp-DHG5%k1Rjum)dX3JjAsGEUJH%WfXw!%PZ-rDLJDXWi$RPk$4!%aek7v*FY%nNFyLXV-RY70XHfSSdDyURgx#KANFCB8d)(et7SOGCGZ%Y*yFi#%#rmCvRvw#W*fZuB4euutRLnoyzRzEBovv2OBC$H2pA9AeW#lTVB(jwY!5#iy$N#K6bRtFNEd(OC7EwMMStOU*l9raA5SD$!XX-GP$+)aENx(X2H$vea1%sr8NQdw3%-hJb21ioxua(jh8dTVYDntiOJepFPJ*4OQyu6fWW5dCQ!Kmx7M+dt2qU8V8(zLjxcWXev95f354$nyhJu$YOxMYjC1K5(T#Fqew$xVcZ(s--Ve$TyvKRWlu3FY$I3P-wo1%y+99z+3)H9dlQzih5ONgSSXB(DyMX6X!1JXFHWNsyfN!oGqKvcFoei5BpNZ#6el2!JWXlnBjiBmahcwM0pVnZLeVFaqh$D8p9cK14eyl5b%$2kMY$NsQ6N(xdz5(r$d0(xnxz36dmhWe+M$EU(oY%M4FlD0j4W+7Hp%z100(ybZ#Ytwt3s5)#IR%2BQ#pXjuBgqnIDFZJCVuxpNsAa+Yu%SDETBwqqovEPgR-8F%pvA7xxhhYFK*2GhDc9jzrF2q9wf9DF9DkyzkRYa3YN8Yq0$Kc)76j-Lqobl4m+n44$!tI8ye2tpp9t3Y9xmnMJscHlii#RD$iITbr$1zHOnT5mbt*sD9YiW+l*Ic9q#K1vSiPG-rRzlImPnqaI4fr7P!MWps#PI2uDudO#nJNXiOeHmepzMQFoB+KHmP$x29*-w9W0PbdhkDO$M9Ck3GPP2hILL$0BYwKX5!QFA!7#Pm+f7QSt#8FBuxgRnv+*teaZIPrcnaP$fwGEdV%vHVlX!pfR!2%2mYBJRSz8z0+!PEhH*3RUb-b2qrYobq)jAkwD6ZAyCdu1(Se(bCVE*gKNVl0dqa$0h1d*W9Clv3u*BJsZTrOGoTkb*QdW1BxT8NZ7Zt8q5AeGyvRn(T+Ev+YfS1kE+!kmaoRv3aHLH4xqy96SBED#UvoN8y3J%2pdissmKLpHIa-oBclAHzx566xmw7ZD1+rkwDPBOOv!W9WPNIY9wep)rHGr#VXxm!ze6vMDVWfPr+LVCGiPVV5nztq!N5xTaI3C2n%sQQfh94fcujZWnX1hJ7*(c#N3bakI!cH6-zWukQ0Qf3BzX5r9pS8FUi+L-U5sIg)xJe8SUL4kn-)q5wOGR+k4CstIprPM00ZlQBTAD0KTUa-ywdwtxnACoChMdvUI6inT6t#O5nguJTcA#EcZuwgRc3(gcH-7ekBUiR$w31zoq2TdqVz-ihx51moWr$Fa6LJy08jAED+JYU0m0aSad1ax#1orYuuGHjuvv1)#tkfK0w#MIK+Q(0eru%8AdrxAW4gGO+d1TpChBOjmM+6%+uNJ%YliX1BCsacgys6hhcSN1Wr*jvdzW8A5cUQT3YfHLRId5yD)zccheMy+#ToJw+GUgU*IY$9NmzDbEV!Xd*rBDLk!NCUK)6CRfusk*glNnCR7dLfu)G-CpJoK3L4LL7fR*ogW7JI*T(RrBYaA#tUG37JT#I8