ࡱ> JLIq` R6bjbjqPqP2<::Z hhhhhhh|$D|XXXXX333$ h #VQh 33  hhXXm hXhX :,hhXL `mqtj B0Rc#FRc#c#h$3"Um333 333    |||D $||| |||hhhhhh ZSXu[^*NNOo`{Qh Y T zt^u'` +R7uQut^g1964t^1gL yYecgTf[Sbf[MOZSXE mailCNSCheng@ntu.edu.sg@b(Wf[y4lRf[SlAmRRf[*NN{N f[S 1994t^ 1997t^eRaWWS mt]'Yf[W(gS~g] z| ZSX 1984t^ 1987t^WSN4l)Ryf[xvzbl/n@b UxX 1980t^ 1984t^fkIl4l5uf[bsfkIl'Yf[ lAmllSll] z| f[X ;Nyx]\O~S 2000t^ NeRaWWS mt]'Yf[NNYef[]\Ov^c[ZSXxvzu oRYec 1998 2000t^eRaWWS mt]'Yf[ xvzXT 1997 1998t^9Nb/g'Yf[4lDnS4lRRf[|NNZSXTxvz 1988 1994t^WSN4l)Ryf[xvzb Rt] z^0] z^Tؚ~] z^ ;NxvzeT }AmRf[0llЏRRf[04lRf[0lAmRRf[ Yef[ c llЏRRf[0AmSORf[04lRRf[04lRf[I{ z0 SRv;NyxyvSb 100W NnAmq_T Nvf n }AmSllyvxvz 1994-1997 20ؚ:_^ }AmagN NvlRЏRĉ_xvz 1997-1998 30`y:gtxvz 1997-1998 40lS_gzSeh!nQ7RRg 1996-1998 50ljm\O(u Nvwm^Q{~v3z[xvz 1997-1998 60wm\nlЏRĉ_vRgN{ 1998-1999 70TT T'` }AmagN Nv|yce[xvz 1999-2000 80$NvAmЏRĉ_vtRgT[xvz 2000N 90N!kAmq_T Nv }Am~gS`lyĉ_2000t^N 100 cl\Amv[xvzTRg 2000N 110 }Amvr^~g[ll|ЏRq_T[xvzTtRg 2001N0 ShveqQShe75 { e_(uv!kpeSCI 83 !k 24 {f[/gg ReSCI 6eU_0 RNh\O 10Yan, J. and Cheng, N. S. et al. (2007).  Oscillating-grid turbulence and its applications: A review Journal of Hydraulic Research.. 20Cheng, N. S., and Chiew, Y. M. (1999). "Incipient sediment motion with upward seepage." Journal of Hydraulic Research, IAHR. 37(5), 665-681. 30Cheng, N. S., and Chiew, Y. M. (1998). "Turbulent open-channel flow with upward seepage." Journal of Hydraulic Research, IAHR, 36(3), 415-431. 40Cheng, N. S. and Chua, L. H. C. (2005).  Comparisons of sidewall correction of bed shear stress. Journal of Hydraulic Engineering, ASCE, 131(7), 605-609. 50Dey, S. and Cheng, N. S. (2005).  Reynolds stress in open channel flow with upward seepage. Journal of Engineering Mechanics, ASCE, 131(4), 451-457. 60Cheng, N. S., and Chiew, Y. M. (1998). "Modified logarithmic law for velocity distribution subjected to upward seepage." Journal of Hydraulic Engineering, ASCE, 124(12), 1235-1241. 70Cheng, N. S., and Law, A. W. K. (2003).  Fluctuations "$46:<^`fhvx* , 4 8 @ b d l p x     " @ J L T      h:tQJaJ h:t5aJh:t5QJaJ h:tQJo( h:t5 h:t5QJ h:tQJ h.lQJh:t h:to(h@h:t5CJaJo(F$,6:$  $Ifa$gd)Ul$  ZWD`Za$6:<FV`fX>>>>$  $Ifa$gd)Ulkd$$IfTl\\L# q  t0#644 laTfhx~X>>>>$  $Ifa$gd)Ulkd$$IfTl\\L# q  t0#644 laTX>>$  $Ifa$gd)Ulkd$$IfTl\\L# q  t0#644 laT, d  B ~``````````$  $7$8$IfXD2a$l0kd<$$IfTl0\L#X t0#644 laT  N h  H 8 t Zhv$Ifl0$  $IfXD2a$l0$  $7$8$IfXD2a$l0  L N f h j    0 2 D F J p r  ( 0 6 : b r t x z |   &*04:JRXhjտ hPPh:tCJOJQJ^JaJ h:to( h:tQJo( h:tQJ h:t5 h:t5QJh:th:tQJaJ h:taJEjlv246rtvz"&,,,,~2333556666νެwwwwwwuwwowowwhb^h:t h:tQJ h:t5QJ h:taJUh8Nh:tQJaJh:tQJaJo(#hPPh:tCJOJQJ^JaJo(h:tCJOJQJ^JaJo( hPPh:tCJOJQJ^JaJ!h:tCJKHOJQJ^JaJo(h:tCJKHOJQJ^JaJ$hPPh:tCJKHOJQJ^JaJhPPh:tCJOJ^JaJ$v",-."0F1x235666$  $7$8$IfXD2a$l0 $Ifl0of turbulent bed shear stress. Journal of Engineering Mechanics, ASCE, 129(1), 126-130. 80Cheng, N. S. (2004).  Analysis of bedload transport in laminar flows. Advances in Water Resources, 27(9), 937-942. 90Cheng, N. S. (2004).  Closure to  Exponential formula for bedload transport . Journal of Hydraulic Engineering, ASCE, 130(5), 474. 100Cheng, N. S., Tang, T., and Zhu, L. (2004).  Evaluation of bedload transport subject to high shear stress fluctuations. Water Resources Research, 40, W05601, doi:10.1029/2003WR003001. 110Cheng, N. S. (2004).  Analysis of velocity lag in sediment-laden open channel flows. Journal of Hydraulic Engineering, ASCE, 130(7), 657 666. 120Cheng, N. S., and Chiew Y. M. (1999).  Closure to pick-up probability for sediment entrainment. Journal of Hydraulic Engineering, ASCE, 125(7), 789. 130Cheng, N. S., and Chiew, Y. M. (1998). "Pick-up probability for sediment entrainment." Journal of Hydraulic Engineering, ASCE, 124(2), 232-235. 140Cheng N. S., Law, A. W. K. and Lo, E. Y. M. (2003).  Transcritical flow over a moderately curved bed with lateral contraction. Journal of Hydraulic Research, IAHR, 41(6), 631-637. 150Cheng, N. S., Sumer, B. M., and Fredse, J. (2003).  Investigation of bed shear stresses subject to external turbulence. International Journal of Heat and Fluid Flow, 24(6), 816-824. c[xvzuc[ZSX1 T UxX2 T  66666666 h:to( h:tQJo(h:t h:tQJ666  mkd$$IfTl'\L## t0#644 laT0182P. A!"#$%S $$If!vh55 55q #v#v #v#vq :Vl t#6,55 55q / / / aT$$If!vh55 55q #v#v #v#vq :Vl t#6,55 55q / / / aT$$If!vh55 55q #v#v #v#vq :Vl t#6,55 55q / aTp$$If!vh55X#v#vX:Vl t#6,55XaTT$$If!vh5##v#:Vl' t#65#aTJ@J cke $1$a$ CJKH_HaJmH nHsH tH$A@$ ؞k=W[SOBi@B nfh*B*ph.B. yblFhe,gCJaJe@R HTML K0&0NK0&0M@0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0 @ 0@ 0 @ 0 K00 Bw20&m10 j66 :f v66 6 8@0(  B S  ? =  =, \  \ B*urn:schemas-microsoft-com:office:smarttagscountry-region9*urn:schemas-microsoft-com:office:smarttagsplace Ow "FY[_`ikoqsy{   %&*BGHLgho "#ET^_au~69^cyz}%*Z[} WX  Q V   \  #>A \ 3333 q-4 YS \ \ rWHoup~ W\W^W`\o(0 \^`\hH) \^`\hH. C\C^C`\hH.  \ ^ `\hH)  \ ^ `\hH. / \/ ^/ `\hH. \^`\hH) w\w^w`\hH. \^`\o(0 H\H^H`\hH) \^`\hH. \^`\hH. 4\4^4`\hH)  \ ^ `\hH. | \| ^| `\hH.  \ ^ `\hH) \^`\hH.rWoup2)        {        )U.l:t #+034<?FZ[`jkX Y \ @0*@{LZ  ,UnknownGz Times New Roman5Symbol3& z Arial;[SOSimSun qhuù&S&h  !-!),.:;?]}    & 6"0000 0 0 00000 =@\]^([{  0 0 00000;[2dT T  2qHX)?.l2sQNxvzu[^Oo`fevwuser_o(u7b  Oh+'0 $0 P \ h t оʦϢµ֪ͨuser Normal.dot ΢û104Microsoft Office Word@@d{x@3@$Ut ՜.+,0 X`lt| hhuT    !"#$%&()*+,-./012345678:;<=>?@BCDEFGHKRoot Entry FPqtMData 1Table'w#WordDocument2<SummaryInformation(9DocumentSummaryInformation8ACompObjm  FMicrosoft Office Word ĵ MSWordDocWord.Document.89q