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X(163712):,,::;1,,,,();,;,,,,,,,,,:(1);(2);(3)()(4);;4m;(5)2211,,,Rw,RwSwRwSwSP,,,,21221211R4Sw,Swi,G,Krw,Kro,U,Fw,Sor(1),,,91120081X:2007-07-14:(1978),,,,,,(2),4mR4,:R4-SwR4-Sw(12)1R4-Sw2R4-SwR4-Sw,4m,2,Sw4mR4:Sw=0.282R42-0.27R4+0.80(3)SwFw,SwG(34),Sw(%)Fw(%)G(%)40196405019357125160365013196170517020287071283Sw-Fw4Sw-G21212Rz,,RzRz,,,,RzR4;RzU;RzRILD;RzSP;RzR4U;FwSwSwi;SwiSw,(511)7,RzR4;RzRILD;RzU;RzSP;RzR4U,Rz=f(R4,U)Rz5RzR402120081,Sw:Sw=(abRzUmR4)1ön,Fw=f(Sw,Swi),Fw,Rz6RzU7RzRILD8RzSP9RzR4U10FwSwSwi11SwiSw3,,2575,69,6,92%311D12412D1241212008125Rt=5108.m,Rt=4.48.m,t=270Lsöm,GR=9.1uRöh,:Fw=22%,G=10%,Sw=45%,SwSwi,KroKrw;25(12)25:1.6t,8.47t;1.49m3,3936.6PPm312E124,24:Rt=98.m,GR=76API,t=285Lsöm,:Fw=35%,G=12%,Sw=55%,KroKrw;,:2.79t,3016t,8.4m3,(13)13E124240:2265.0-2268.0m,2268.8-2275.0m:Rt=6.58.m,t=252Lsöm;GR=78API;:Fw=38%,G=15%,Sw=56%,KroKrw;30:6.49t,35.8t,12.3m3,79.2m3,5987.5PPm,NaHCO3,30Rt=6.08.m,GR=75API,t=290Lsöm;:Fw=55%;G=18%,Sw=60%,KroKrw;:1.21t,35.8t,30.3m3,99.3m3,823713PPm,(14)14E1243032Rt=4.88.m,t=265Lsöm;GR=65API;:Fw=68%,G=18%,Sw=75%,KroKrw,:12.9t,6.28m385679PPm,CaCl2,(15)15E1243222120081
本文标题:水淹层测井解释方法及应用
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