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1、Code for design of levee project GB 50286-2013 tf&$11:r:p#a A.l1l IE 7.)(.l!J$m lfUlHl:r:F#a A.;it*IH3:J%l1l t mN:=&il nih S M:2 o 1 3 5 J.1 l B 2013:Jt*.P$Afll 00 IEA;11 1:Y.i I i.2:i.t 1Ji!m GB 50286-2013*l!l it:21J It Mi 1 11/l&liil:!ll:.:.:!li:.-M*1100*Cm3&llilli!Ui,100038!1:!.-3:(010)63906433 .
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3、tliiGB 50286-2013,2013531 8-Jtrp.7.2.4,7.2.5,10.1.3*-JiJ Si i&J tt*-:t,&:F VI.ff Iii!:00 f,j?t JJHJi I i&t tt AAl.i GB 50286-98 RJ at 11:.*Mii?:ftBflM-rf!OO#-ttili$:q=r.IP$.A.oottmiJJ!J.tijtffn 2012 12.FJ 25 B*mm:Ekmm.l.il-ltft=tm.:rc-=rEJ$t(lJ;o OttC2003J 102%)aJ:.x;f!Jf.:tffE:!fHt.JI-ijttf-m:GB 50
4、286-98 ilHr iTim.llltat.:rcilttit.71CfOJ/m7f T iiE,:/iJlHifi o*m:?:t 13-61-ffl .$:.!it*I!Jii(lJJ.&ia:tf-tjlf,*$!-,-;flli.&iJHifl,.H!I!,m:!lia:i.t,tF.i$Iflijti.t,I!Jiit,.t.J.!3$1:,f!9$t(lJt I!Jii 119110 ,tJlt&:lt.!Kl:tlia:i.t.(!t.JIifllfiti.to.l.il-m:t:t.*1XB9.:Eit.71CP:I$:O)Jt:bn 2 f;f.71Cift.12-.!K
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11、iJ.Ii;llltp!ll.-.(4 6)2 1a.3 3Ciiti.!;jilmi!t:&.13.4;ltftE1a:I1!1UPi:&.II#A!l!lBH11Bt.49)II#B tlfJJ!Itt.(52)II#c#.(5 7)II#D!F.Ii.t.(67)II#E mttt-.!Sft F titfrUltt-.,.ooD*1i1Jllifi?.IY3.(105)slffltj?t.:t.Io6)I!#:*Jci.IY3.(107)3 Contents 1 General provisions ()2 Terms (2)3 Grade and design standards o
12、f levee project (4)3.1 Flood control standard and grade of levee project(4 3.2 Security heightened value and stability safety factor 5 4 Basic data.(8 4.1 Meteorology and hydrology .8)4.2 Social economy.8 4.3 Engineering topography .8 4.4 Engineering geology .(j 0)5 Levee line layout and selection o
13、f levee type .(J.1)5.1 Levee line layout .(:1 1)5.2 Determination of the spacing of levee .(11)5.3 Selection of levee type .(1 2)6 Levee foundation treatments .(1 3)6.1 Gene.ral requirement(13)6.2 Soft levee foundation treatments.(1.3)6.3 Pervious levee foundation treatments .(J.5)6.4 Multi layer le
14、vee foundation treatments (J.5)6.5 Anti-seepage treatments for rock levee foundation(16)6.6 Vertical anti-seepage for levee foundation.(:L 6)7 Design of levee body(:L 8)7.1 General requirement .(L 8)7.2 Standards for levee materials and earth levee fiUing(1-8)4 7.3 Crest elevation of levee (1 9)7.4
15、Crest structure of earth levee (2 0)7.5 Levee slope and berm.(2 l)7.6 Slope protection and slope drainage .(2 1)7.7 Anti-seepage and drainage facilities.(2 2)7.8 Flood wall (2 3)8 Design of revetment C 2 5)8.1 General requirement -.(2 5)8.2 Slope-type revetment.(2 6)8.3 Dam-type revetment.(2 8)8.4 W
16、all-type revetment.(2 9)8.5 Other types of revetment.(3 0)9 Levee stability calculation.(3 Z)9.1 Seepage field calculation and seepage stability estimation .(3 2)9.Z Calculation of stability against sliding and toppling(33)9.3 Settlement calculation.(3 5)10 Connection between levee and buildings or
17、structures .(3 6)10.1 General requirement .(3 6)10.Z Buildings and structures constracted through levee.(3 6)10.3 Buildings and structures constracted near levee (3 8)10.4 Buildings and structures constracted across levee(3 8)11 Strengthening,extension and reconstruction of levee project.(3 9)11.1 G
18、eneral requirement .(3 9)11.2 Strengthening and extension.(3 9)11.3 Reconstruction.(4 Z)12 Design of safety monitoring .(4 3)5 13 Design of levee project rna nag em en t .(4 5)13.1 General requirement .(4 5)13.2 Scope of project management and protection.(4 6)13.3 Facilities of traffic and communica
19、tion(4 7)13.4 Facilities of other management and maintenance.(4 7)Appendix A Calculation of levee foundation treatments.(4 9)Appendix B Design tide level calculation.(52)Appendix C Wave calculation.(57)Appendix D Bank protection calculation.(6 7)Appendix E Seepage calculation.(7 8)Appendix F Calcula
20、tion of stability against sliding 0 Ol)Explanation of wording in this code.o 05)List of quoted standards.(1 06)Addition:Explanation of provisions.(1 07)6 1.0.1:1-JJ.i)Z:!Jlittiill-ti.-i.ittiittttf-?tfiJit*.fijJ:ftJt;tlll:-it-,:t(l!ffl,mltti I;frmlm$(Wi)Jj(,$1J)E;zfs:1.1.o.2:zts:m:m=r.m,1JnID,tt.m,:m
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