CN103226210B - A kind of entrapment implementation method - Google Patents

A kind of entrapment implementation method Download PDF

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CN103226210B
CN103226210B CN201310110998.6A CN201310110998A CN103226210B CN 103226210 B CN103226210 B CN 103226210B CN 201310110998 A CN201310110998 A CN 201310110998A CN 103226210 B CN103226210 B CN 103226210B
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data
utilize
depth migration
velocity field
stack
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CN103226210A (en
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谢会文
彭更新
李勇
雷刚林
吴超
马玉杰
李青
徐振平
杨宪彰
张敬洲
王兴军
陈元勇
许安明
玛丽克
唐雁刚
李伟
王媛
吴庆宽
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China Petroleum and Natural Gas Co Ltd
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Abstract

The invention discloses a kind of entrapment implementation method, comprise step 1: utilize pre-stack depth migration velocity field V (x, y, z) that prestack depth migration data H (x, y, z) is converted to time domain data T (x, y, z) by Depth Domain; Step 2: make an explanation into figure to using in soil deeply data, obtains waiting T0 figure; Step 3: utilize areal geology to be familiar with erection rate field; Step 4: utilize revised pre-stack depth migration velocity field V 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z).The present inventor utilizes using in soil deeply time domain data to carry out structure elucidation, again according to the non-earthquake in study area and drilling data to the control of speed, depth shift velocity field is carried out suitably adjusted variable speed mapping and obtain structural map, so just can not rely on seismic imaging speed and implement structure, improve trap research precision.

Description

A kind of entrapment implementation method
Technical field
The present invention relates to technical field of petroleum exploration, particularly a kind of entrapment implementation method.
Background technology
In the existing complicated entrapment implementation work undertaken by seismic data, mainly contain two kinds of basic skills: time domain data variable speed mapping implements trap and pre-stack depth migration entrapment implementation method in front of the mountains.But above-mentioned two kinds of methods exist following not enough:
1. time domain data variable speed mapping entrapment implementation method
The method general time domain seismic data interpretation goes out three-dimensional structure model, then utilizes variable speed mapping technology to complete vertical time and depth transfer, obtains structural map.It is little at stratigraphic dip, the region entrapment implementation precision that lateral variation in velocity is less is higher, but the area comparatively large at inclination angle, velocity variations is violent, time domain seismic data can not by accurate for geologic body migration, only accurately cannot implement trap by vertical time and depth transfer, for proposing figure folk prescription method territory settling time data offset issue in this problem prior art, after time and depth transfer, recycle mathematical algorithm by geologic body migration.
2. pre-stack depth migration entrapment implementation method
The method, owing to principle existing obvious advantage, can implement trap more accurately, and in complex area in front of the mountains, prestack depth data migration is better than time migration after stack and pre-stack time migration, can implement structure more exactly.
But, but present inventor is in the process realizing invention technical scheme in the embodiment of the present application, finds that above-mentioned technology at least exists following technical matters:
1. time migration after stack and pre-stack time migration are owing to by geologic body migration, only accurately cannot cannot implement trap by vertical time and depth transfer by the restriction of self principle;
2. figure needs artificially to set side-play amount partially, and entrapment implementation precision is restricted;
3. although pre-stack depth migration migration is better than time domain data, affecting seriously by data quality and anisotropy, often there is trap in its image taking speed, causes structural feature to be forbidden, and comparatively large with real error of boring, entrapment implementation precision is on the low side;
4. the pre-stack depth migration cycle is longer, is difficult to meet more and more faster exploration rhythm;
5. pre-stack depth migration reduced price is high, if to carry out pre-stack depth migration process consumption ratio after terminating too low for every wheel well.
Summary of the invention
The object of the present invention is to provide a kind of entrapment implementation method to solve confinement problems in prior art in oil-gas exploration process, provide one more accurately, economic, entrapment implementation method rapidly.
In order to achieve the above object, the technical solution used in the present invention is:
A kind of entrapment implementation method, is characterized in that: step 1: utilize pre-stack depth migration velocity field V (x, y, z) that prestack depth migration data H (x, y, z) is converted to time domain data T (x, y, z) by Depth Domain; Step 2: make an explanation into figure to using in soil deeply data, obtains waiting T0 figure; Step 3: utilize areal geology to be familiar with erection rate field; Step 4: utilize revised pre-stack depth migration velocity field V 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z).
Further, pre-stack depth migration velocity field V (x, y is utilized, z) prestack depth migration data H (x, y, z) is converted to time domain data T (x by Depth Domain, y, z) computing formula is: T (x, y, z)=H (x, y, z)/V (x, y, z).
Further, utilize areal geology to be familiar with erection rate field and be specially: utilize geological knowledge control rate horizontal change rule, revise pre-stack depth migration velocity field V (x, y, z) and obtain rational velocity field V 1(x, y, z).
Further, described geological knowledge control rate horizontal change rule is specially: drilling well, non-earthquake and the outfall fan regularity of distribution.
Further, revised pre-stack depth migration velocity field V is utilized 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z): computing formula be: H 1(x, y, z)=T (x, y, z) * V 1(x, y, z).
Compared with prior art, the beneficial effect that technical solution of the present invention produces is: the present invention utilizes pre-stack depth migration imaging speed that prestack depth migration data is converted to time domain data, using in soil deeply time domain data is utilized to carry out structure elucidation, again according to the non-earthquake in study area and drilling data to the control of speed, depth shift velocity field is carried out suitably adjusted variable speed mapping and obtain structural map, so just can not rely on seismic imaging speed and implement structure, improve trap research precision.
Accompanying drawing explanation
Accompanying drawing 1 provides the process flow diagram of a kind of entrapment implementation method of the embodiment of the present invention.
Embodiment
A kind of entrapment implementation method in the embodiment of the present invention, the method utilizes pre-stack depth migration imaging speed that prestack depth migration data is converted to time domain data, using in soil deeply time domain data is utilized to carry out structure elucidation, again according to the non-earthquake in study area and drilling data to the control of speed, depth shift velocity field is carried out suitably adjusted variable speed mapping and obtain structural map, so just can not rely on seismic imaging speed and implement structure, improve trap research precision.
Embodiment one:
As shown in Figure 1, disclosed in this method embodiment, a kind of entrapment implementation method comprises:
Step 1: utilize pre-stack depth migration velocity field V (x, y, z) that prestack depth migration data H (x, y, z) is converted to time domain data T (x, y, z) by Depth Domain;
Step 2: make an explanation into figure to using in soil deeply data, obtains waiting T0 figure;
Step 3: utilize areal geology to be familiar with erection rate field;
Step 4: utilize revised pre-stack depth migration velocity field V 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z).
Further, pre-stack depth migration velocity field V (x, y is utilized, z) prestack depth migration data H (x, y, z) is converted to time domain data T (x by Depth Domain, y, z) computing formula is: T (x, y, z)=H (x, y, z)/V (x, y, z).
Further, utilize areal geology to be familiar with erection rate field and be specially: utilize geological knowledge control rate horizontal change rule, revise pre-stack depth migration velocity field V (x, y, z) and obtain rational velocity field V 1(x, y, z).
Further, described geological knowledge control rate horizontal change rule is specially: drilling well, non-earthquake and the outfall fan regularity of distribution.
Further, revised pre-stack depth migration velocity field V is utilized 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z): computing formula be: H 1(x, y, z)=T (x, y, z) * V 1(x, y, z).
Embodiment two:
The skew of the forward modeling result data in KS area shows, when known formation true velocity, time migration after stack is also difficult to geologic body migration, time migration after stack trap position offsets to stratum downdip direction relative to master pattern, pre-stack depth migration then can by geologic body migration, and corresponding using in soil deeply data also can substantially by geologic body migration.
Bore from real, using in soil deeply data significantly improves data migration precision.The embodiment of the present invention this area to realize effect as follows:
1, the calibration result of drilling well shows that time migration after stack can not make high steep stratum and the mild stratum of angle migration simultaneously simultaneously, if make high steep stratum migration, the stratum that then angle is less then can overmigration, if make angle layer migration smaller, angle significantly layer again can side-play amount not enough, using in soil deeply data then can make different angle stratum migration simultaneously, and error basic controlling is within tolerance interval.
2, real boring confirms that the skew of using in soil deeply zone of interest is more reasonable, and Gao Dian, position of fault are also more identical with drilling well.
3, using in soil deeply data affects less by pre-stack depth migration velocity field details, reliable and stable.
4, exploration rhythm is greatly accelerated.The cycle of a storehouse car wheel well is in front of the mountains very long, often will more than 1 year, therefore at once above must bore next round well location after every wheel well goes out result, if wait for that pre-stack depth migration processes again at least need 2 months, and using in soil deeply is implemented about trap only needed for 2 week again.
5, greatly saved cost, the reduced price of earthquake pre-stack depth migration is high in front of the mountains, and using in soil deeply to implement trap cheap.
2010-2011 utilizes this technological achievement to carry out primary study in multiple work area in Tarim Basin, implements multiple structural trapping, and upper brill many mouthfuls of well locations, shorten research cycle, have saved processing cost, advance the gas prospecting in this district.
Embodiment three:
Gram dark 1-2 3-D seismics work area can be divided into three major constituents layers from top to bottom: salt suprastructure, gypsum-salt rock synthem, pre-salt structure layer.Salt suprastructure is high steep, and exploration zone of interest is pre-salt structure layer, buries dark.Because ground floor height is steep, time migration after stack data migration is forbidden, and has caused KS1 well salt top to be designed and has bored 1000m shallow than real.Although pre-stack depth migration migration is better than time migration after stack data, because seismic data quality is poor, ground floor height is steep, anisotropy serious, causes data to differ greatly with real boring.This district's gas reservoir is by orecontrolling factor, and the real brill that bores of KS1 well takes off zone of interest 132m gas-bearing formation, non-water breakthrough, and on pre-stack depth migration structural map, Structural range only has 50m, is not obviously inconsistent with real boring.KS101 well then pre-stack depth migration has then bored 300m dark than real.Because well error difference is large, mainly concentrate on structure axis, be difficult to simulate a suitable correction error trend surface, do not correct by Error Trend face and obtain rational structural map, cause evaluating well site deployment difficulty, Gas reservoir eraluation difficulty.And if controlled the pre-stack depth migration process carrying out a new round by new well data, be then that cycle or expense all cannot satisfy the demands.Take using in soil deeply trap method for this district in this case to have re-started trap and implement.
Specifically, the embodiment of the present invention this area to realize effect as follows:
1, pre-stack depth migration velocity field is utilized to complete prestack depth migration data using in soil deeply
It is identical that using in soil deeply data and prestack depth migration data construct vertical position, by the demarcation of well, no matter be the high steep stratum of shallow-layer or zone of interest, using in soil deeply data deviation accuracy is all better than time migration after stack data, substantially can by geologic body migration.
2, the explanation of holostrome position is carried out to using in soil deeply data
Drilling data is utilized to carry out Fine calibration to earthquake, geologic horizon.Earthquake, well data, non-seismic facies combine and set up structure elucidation model, complete whole district's structure elucidation, and what obtain each layer of position waits T0 figure.
3, the T0 figure such as each layer of position are utilized to extract each layer position average velocity planimetric map.
From zone of interest average velocity and well velocity contrast, pre-stack depth migration velocity field is obviously unreasonable in western part, work area, and KSx4 well average velocity is lower than KSx1 well average velocity, and pre-stack depth migration speed trend then in contrast.
4, utilize well speed degree, gravel bed distribution understanding to carry out plane correction to each layer average velocity planimetric map, obtain final purpose layer average velocity planimetric map.
5, utilize each interval velocity planimetric map to carry out variable speed mapping and obtain final structural map.
The wells such as grams dark 203,204,205,206,207,208 are deployed according to structural map that using in soil deeply becomes, wherein grams dark 204 and grams dark 207 all bored and take off zone of interest, two mouthfuls of drilling wells all show that structural map that using in soil deeply becomes is that position of fault or structural feature substantially all match with real boring.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (2)

1. an entrapment implementation method, is characterized in that:
Step 1: utilize pre-stack depth migration velocity field V (x, y, z) that prestack depth migration data H (x, y, z) is converted to time domain data T (x, y, z) by Depth Domain;
Step 2: the explanation of holostrome position is carried out to using in soil deeply data;
Utilize drilling data to carry out Fine calibration to earthquake, geologic horizon, earthquake, well data, non-seismic facies combine and set up structure elucidation model, complete whole district's structure elucidation, and what obtain each layer of position waits T0 figure;
Step 3: utilize areal geology to be familiar with erection rate field;
Step 4: utilize revised pre-stack depth migration velocity field V 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1(x, y, z);
Utilize pre-stack depth migration velocity field V (x, y, z) by prestack depth migration data H (x, y, z) computing formula being converted to time domain data T (x, y, z) by Depth Domain is: T (x, y, z)=H (x, y, z)/V (x, y, z);
Utilize areal geology to be familiar with erection rate field to be specially:
Utilize geological knowledge control rate horizontal change rule, revise pre-stack depth migration velocity field V (x, y, z) and obtain rational velocity field V 1(x, y, z);
Described geological knowledge control rate horizontal change rule is specially: drilling well, non-earthquake and the outfall fan regularity of distribution.
2. a kind of entrapment implementation method as claimed in claim 1, is characterized in that, utilizes revised pre-stack depth migration velocity field V 1(x, y, z) carries out variable speed mapping to T0 figure such as using in soil deeply data and obtains final structural map H 1the computing formula of (x, y, z) is: H 1(x, y, z)=T (x, y, z) * V 1(x, y, z).
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CN104459783B (en) * 2014-12-11 2017-05-10 中国石油天然气集团公司 Method and device for recognizing structural trap
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