1、 ? 8y aR N* l : 2008-03-04Te: Z (1979-), 3, E , =b河北省沽源东辛营风电场建筑场地适宜性评价赖海林1, 翟树忠2, 贾 剑1( 11北京国电华北电力工程有限公司, 北京 100011;21辽宁省水利水电工程局, 辽宁 沈阳 110179)K1:1 5, y m ,y aR N,i4ypb1oM:; ; aR N1ms |: TM 614 DS : B cI|: 1671-9913 ( 2008) 03-0055-04Construction SuitabilityEvaluation ofDongxinyingWind Farm inHebeiL
2、A IHa-i lin1, ZHAI Shu-zhong2, JIA Jian1(11N orth China P ow er E ng ineering (B eijing ) CO1, LTD, B eijing 100011, Ch ina;21Water Conservancy and Hdyroelectric Pow er Construction Bureau of L iaoning, Shenyang 110179, China )Abstract: The engineering geology situations of theDongxinyingw ind farm
3、are introduced firstly in this paper1 Byusing 3D geologicalmodel of thew ind farm, the construction suitability evaluation of thew ind farm is carried out1The construction advice is put forward in the last chapter of the paper1K ey words: w ind farm; engineering geology; 3D geologicalmode;l construc
4、tion suitability evaluation11 T 8fE g u $) “BbfE g gE = 2 u m 3 u,Z1650m 1860m,?9300km2,y !? 400MW,s y!b “B , V M10m,M ( 613m /s, q 280W /m2, 3), 19915MW, 133 1500kW ?F, Mr l H 2034h, M 41058akW#hb u, h100m), #414EbM_)220kVbM_ =1y8 L, = # e Lb?_ u ,135m, 2180m, 3615 b2 urHq211 EyM_ m 3 =, M,_ 7 ,55
5、8y aR N ? -| Wb u =, S1474 1482m,Kv8mbCvs, ,V$f Bb212 G ,_ =1 “ xra% a a # r, 4 5mb 1x% :5 , R ( ,c Tr,A A, L br( , r,8s +150kPabs v,B017 3m, (2mb_ uvs sb 2Y :5 , R ( ,c Trv v,A, , R z FaFb r,8s +180kPabrs , O l,Bl1mb 3xTr:5 , A, V b V , r,8s +150kPabr u =s ,B016 417m, (212mb 4 : , , L , r,8s +300kP
6、abr_ u =vs s,s v,B117 5m, (318mb“ d : ,v/,Q F ( ,b8s +400kPabr1 SwinV1bV1 r1 SwiI|r C/kN /m3 Es011-012/M PaFg g Mo k,rrg Mo25619 25811m/sW,v5m,l50m,v5y F !9?S6 (GB50011-2001) ,M_ uy YII , F b_ u/ M v,M_ AJ Y y, 5y F !9?S6 (GB50011-2001), 6 H, V I nrA5b214 r E qV r ,2007 M87 M_ r Eq kT, k W? ,26b28bb
7、 “ - # - k H M1,? 3 AM,yN, - Tb 56 ? 8y aR NE q wLs,_ u =r E qMS /:B: 0 310m,xr# x% :E qMS130 2208m;=: 310 1210m,% aY # :E qMS120 3008m;3 y ! y E VVra/ ,Q1 W bW1“, MHq1 m ,9 N$by q F &vT-surf 7?GOCAD q 1, qTBy ,?vv4y r q, V uy 1 pb PGOCAD qy B s) aay ay L8a m1+bC 4 , yVb 8 : n5, G ds ,4 |s ,GOCAD, 3
8、 Ssmb X , GOCAD, 3F smb“G dsTe,U a )L,KDelaunay ,i GO-CAD q DSI E S ,L U a V7Ky bVV V,M # rW b#,yN,| / WbWA ,5 V L8 b , ZEsYy r , GOCAD qW orkflowy M v8 ,K| , ur , m1 Ub| y 4 1 V A, U f M, y S MBbV y bm1 y m4 y aR NVy 8 4 | bW , Arar a ,y bW bV bW , V4 | r s,74$ ,m2 6m M smbm2 6m M sm !94 , EyM_ S14
9、76m,M_1y E rH$ $, - 215mP,$ 147315mbV m, _ us f ,AZ u =Oa 3h ,a oa oy$ sY 1a 2a 4rb 1x% a 2Ya 4 ( r r, +fakB150 300kPa,yp1B11B0175b ,i |A1n b HH Z |B a n b( 4)_ u =12m =/,$ !9# V I n/ Yb( 5)r r K, r K, Kb ID: 1 l, ,- , 1 9 !9 M .:, 20011( 16:)VV3V6 V?C, k E s (/0,/,E /BS =CBb 7,E M+ ,Z 5 sbZ S2S3, l( .1 mM .:Sy, 19951 2 JG J94-94,y / ?S S. 3 JG J106-2003,y _/ ?S S. 4 GB50007-2002,y$ !9?S S.58