水淹层测井解释方法研究

X1,2(,610059):,;,,:;;;1,,,,,,,,,,,,,,,,,,,22.1,$GR=GR-GRminGRmax-GRmin(1)Vsh=2GCUR$GR-12GCUR-1(2):GR-,GR-,GRmin-,GRmax-,GCUR-Hilchie,3.7,2,,,Pb-,$t-,$SP-5=-2.647+0.128$t-6.151Qb+2.633$SP(3)5=-18.819+0.133$t+3.836$SP(4)2.2,,:1Rt=[Vcl(l-Vcl)Rcl+5m2aRw]Swn2(5)Vcl,Rcl,Rwz2.3,MdlgMd=C1+C2$GR(6)4573:,C1C2A1A2A3B1B2B3lgK=A1+A2lgMd+A3lg5(7)lgK=B1+B25+B3$GR(8),B1=-3.417,B2=0.251,B3=-0.505,:lgK=-3.417+0.2515-0.505$GR(9)lgK=-3.234+0.2575-0.00664GR(10),,,,:Krw=Sw-Swi1-Swim(11)Kro=1-Sw-Sor1-Sor-Swin(12)2.4,,,KroKrw,:41120086X:2007-08-12©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.=11+KroLwKrwLo(13)3SSP=(Kd-Kda)lgRmfRw=-KlgRmfRw:Rw=Rmf10SSPKd-Kda(14):Kda-,Rmf-,Rw-,SSP-;Kd-,,K44.1,50m,1114201450m,13.66MPa,58,6.610-2ömÉ-,0.12mm,,,3.70,10.49%(6080)10-3Lm2,22.8%3.6%,4.2,,,(13),,,11Fw10%10%Fw40%4()40%Fw60%3()60%Fw80%2()Fw80%1()4.3,Forward,,(1)1SHENG29-J17H,,,(1487-1499)So=20%,,,100%,1496m,1456-1458,So=40%,Fw=65%,1462-1466,So=60%,,,40%,,1SHENG29-J17H55.1,,5.2SHENG29-J17H,,5.3,,,,[1],.,2004,18(5).[2],,.L.,2004,28(1):7678.[3],...1998,19(3):6873.[4]..:,2003.[5],,..,2004,28(1):710.[6],,..,2005,26(3):7882.51120086©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.