CN109141810B - A kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration - Google Patents

A kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration Download PDF

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CN109141810B
CN109141810B CN201810826441.5A CN201810826441A CN109141810B CN 109141810 B CN109141810 B CN 109141810B CN 201810826441 A CN201810826441 A CN 201810826441A CN 109141810 B CN109141810 B CN 109141810B
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water channel
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turbidity current
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CN109141810A (en
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李磊
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Xian Shiyou University
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Abstract

A kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, first it is based on high-resolution three-dimension seismic data, well shake combines, using seismic facies analysis technique, ancient turbidity channel is finely characterized, is moved towards along water channel, choose a series of sampling points, sampling point is that water channel is bent band peak point, using a series of water channel cross sections and along water channel thalweg section, reads water channel structure parameters;Richardson number R is iterated to calculate againi, ancient turbidity current flow velocity U is then calculated, ancient turbidity current kinetic parameter Froude number F is finally soughtrWith deposition flux Q;The present invention can quantitative reconstruction buried underground turbidity channel formation when turbidity current kinetic parameter, the disadvantage of sudden, serious destructive, the direct observation hardly possible of MODERN SEAFLOOR turbidity current is overcome, Gu turbidity current deposit process study provides theoretical foundation when being formed for turbidity channel reservoir.

Description

A kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration
Technical field
The present invention relates to ancient paddy soil recovery technology field, specially a kind of ancient turbidity current dynamics ginseng based on water channel configuration Number restoration methods.
Background technique
Main thoroughfare due to deep water water channel as seabed transported deposit object forms good oil and gas reservoir, and saves Therefore a large amount of geologic climate and palaeocurrent evidence are always the hot spot of deposition educational circles research both at home and abroad, wherein turbid for a long time Product rock reservoir is the important goal of extra large oily Oil And Gas Exploration And Development.And the deposition process of turbidity current is to the space point of turbidite reservoir Cloth, reservoir quality have important influence, therefore, need to carry out further investigation to turbidity current deposit process, sediment dynamics mechanism. Due to the sudden and huge destructiveness of seabed turbidity current, deposition process is difficult directly to observe, and turbidite appears, rock core, brill Well logging and seismic data are used to study underwater turbidity current temporal-spatial evolution.But how turbidite phase and turbidity current dynamics to be joined It is to carry out the difficult point of sediment dynamics research to buried underground turbidite that number, which establishes connection, and there is presently no pertinent literatures to deliver.
Summary of the invention
In order to overcome the disadvantages of the above prior art, the object of the present invention is to provide a kind of Gus based on water channel configuration Turbidity current kinetic parameter restoration methods, can quantitative reconstruction buried underground turbidity channel formation when turbidity current kinetic parameter.
In order to achieve the above object, the technical scheme adopted by the invention is as follows:
A kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, comprising the following steps:
1) it is based on high-resolution three-dimension seismic data, well shake combines, using seismic facies analysis technique, to ancient turbidity channel essence Thin characterization, is moved towards along water channel, chooses a series of sampling points, and sampling point is that water channel is bent band peak point, utilizes a series of water channel cross sections With along water channel thalweg section, read water channel structure parameters, water channel structure parameters include channel width w, water channel depth h, The unit m of water channel bottom configuration gradient S, channel width w, the unit m of water channel depth h, the unit arc of water channel bottom configuration gradient S Degree;
2) the water channel structure parameters obtained according to the first step, combinatorial formula (1) and formula (2) iterate to calculate Richardson number Ri
Wherein, ewCoefficient, dimensionless are inhaled to be involved in the volume of the surrounding seawater of turbidity current;CfbFriction between turbidity current and seabed Coefficient, Cfb=0.002~0.005;S is the water channel bottom configuration gradient;
3) formula (3), (4) and (5) are utilized, ancient turbidity current flow velocity U is calculated,
Cfi=ew(1+0.5Ri) (3)
Wherein, CfiCoefficient of friction between turbidity current and surrounding seawater;R is turbidity current skin-friction coefficient and bottom friction system Number ratio, dimensionless;R=(ρsed–ρw)/ρw, ρsedFor sediment density, ρwFor pure water density;C is volumetric concentration, C=0.2% ~0.6%;G is acceleration of gravity, g=9.8m/s2;H is water channel depth, unit m;
4) the ancient turbidity current flow velocity U for obtaining step 3) substitutes into formula (6) and (7), seeks ancient turbidity current kinetic parameter not Lip river Moral number FrWith deposition flux Q,
Q=Uwh (6)
Wherein, w is channel width, unit m.
The invention has the benefit that when being formed using brill well logging and high-resolution three-dimension seismic data to ancient turbidity channel Turbidity current deposit kinetic parameter (Ri,U,Fr, Q) recovery overcome modern turbidity current deposit activity and directly observe difficult disadvantage, be Ancient turbidity channel sediment dynamics research provides powerful, and to the turbid distribution for storing up layer, configuration and reservoir quality research With important directive significance.Ancient turbidity current kinetic parameter restoration methods based on water channel configuration of the invention, can be accurately Hydrodynamic parameter when the buried underground Gu turbidity channel of quantitative reconstruction is formed, can be applied in petroleum natural gas exploration field The work such as High precision reservoir prediction, evaluating reservoir and the well site deployment of turbidite reservoir in, exploratory well can be effectively improved and opened The drilling success of well is sent out, with important application prospects and economic value is invented.
Detailed description of the invention
Fig. 1 is water channel configuration schematic diagram of the present invention, and figure (a) is water channel planar distribution ideograph;Scheme the sluice (b) and is bent band Peak point cross section ideograph;Scheming (c) is water channel thalweg section.
Fig. 2 is certain the research area's Gu turbidity channel figure of the embodiment of the present invention 1.
Fig. 3 is certain the research area's Gu turbidity channel figure of the embodiment of the present invention 2.
Fig. 4 is certain the research area's Gu turbidity channel figure of the embodiment of the present invention 3.
Specific embodiment
It elaborates with reference to the accompanying drawings and examples to the present invention.
Embodiment 1, certain research area, a kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, including it is following Step:
1) based on certain research area's high-resolution three-dimension seismic data, using seismic facies analysis technique, to ancient turbidity channel essence Thin characterization is moved towards along water channel as depicted in figs. 1 and 2, chooses a series of sampling points, sampling point is that water channel is bent band peak point, such as Fig. 1 a Shown in middle A, B, C, D;Using a series of water channel cross sections and along water channel thalweg section, as shown in fig. 1b and fig. lc, read Fetch water road structure parameters (channel width w, m;Water channel depth h, m;Water channel bottom configuration gradient S, radian), it is shown in Table 1,
2) the water channel structure parameters being calculated according to the first step, combinatorial formula (1) and formula (2), iterative calculation reason are looked into Gloomy several Ri, it is shown in Table 1;
Wherein, ewCoefficient, dimensionless are inhaled to be involved in the volume of the surrounding seawater of turbidity current;CfbFriction between turbidity current and seabed Coefficient, Cfb=0.002~0.005;S is the water channel bottom configuration gradient;
3) formula (3), (4) and (5) are utilized, ancient turbidity current flow velocity U is calculated, is shown in Table 1,
Cfi=ew(1+0.5Ri) (3)
Wherein, CfiCoefficient of friction between turbidity current and surrounding seawater;R is turbidity current skin-friction coefficient and bottom friction system Number ratio, dimensionless;R=(ρsed–ρw)/ρw, ρsedFor sediment density, ρwFor pure water density;C is volumetric concentration, C=0.2% ~0.6%;G is acceleration of gravity, g=9.8m/s2;H is water channel depth, unit m;
4) the ancient turbidity current flow velocity U for obtaining step 3) substitutes into formula (6) and (7), seeks ancient turbidity current kinetic parameter not Lip river Moral number FrWith deposition flux Q, it is shown in Table 1,
Q=Uwh (6)
Wherein, w is channel width, unit m.
Certain the research area's Gu turbidity channel structure parameters of table 1 and ancient turbidity current kinetic parameter computational chart
The present embodiment has the beneficial effect that literature search discovery forefathers mostly with modern turbidity current or ocean current observation method, carry out The research of turbidity current hydrodynamic condition.However due to the sudden and huge destructiveness of seabed turbidity current, deposition process is difficult directly Observation.The Gu when water channel formation of the water channel configuration quantitative reconstruction portrayed the present invention is based on high-resolution three-dimension seismic Turbidity current kinetic parameter (Fig. 2 and table 1).The present invention and conventional method comparison, conventional method are only capable of that MODERN SEAFLOOR occurs turbid Stream activity is studied, and the turbidity current dynamic conditions being difficult to when being formed to the ancient turbidity channel of buried underground conducts a research, and The ancient turbidity current kinetic parameter of certain research area's ancient land slope turbidity channel deposition period of the method for the present invention quantitative reconstruction, research achievement It can be applied in the research area turbidity channel reservoir prediction and evaluation study.
Embodiment 2, certain research area, a kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, including it is following Step:
1) based on certain research area's high-resolution three-dimension seismic data, using seismic facies analysis technique, to ancient turbidity channel essence Thin characterization is moved towards along water channel as shown in figures 1 and 3, chooses a series of sampling points, sampling point is that water channel is bent band peak point, such as Fig. 1 a Shown in middle A, B, C, D;Using a series of water channel cross sections and along water channel thalweg section, as shown in fig. 1b and fig. lc, read Fetch water road structure parameters (channel width w, m;Water channel depth h, m;Water channel bottom configuration gradient S, radian), 2 are shown in Table,
2) the water channel structure parameters being calculated according to the first step, combinatorial formula (1) and formula (2), iterative calculation reason are looked into Gloomy several Ri, it is shown in Table 2;
Wherein, ewCoefficient, dimensionless are inhaled to be involved in the volume of the surrounding seawater of turbidity current;CfbFriction between turbidity current and seabed Coefficient, Cfb=0.002~0.005;S is the water channel bottom configuration gradient;
3) formula (3), (4) and (5) are utilized, ancient turbidity current flow velocity U is calculated, is shown in Table 2,
Cfi=ew(1+0.5Ri) (3)
Wherein, CfiCoefficient of friction between turbidity current and surrounding seawater;R is turbidity current skin-friction coefficient and bottom friction system Number ratio, dimensionless;R=(ρsed–ρw)/ρw, ρsedFor sediment density, ρwFor pure water density;C is volumetric concentration, C=0.2% ~0.6%;G is acceleration of gravity, g=9.8m/s2;H is water channel depth, unit m;
4) the ancient turbidity current flow velocity U for obtaining step 3) substitutes into formula (6) and (7), seeks ancient turbidity current kinetic parameter not Lip river Moral number FrWith deposition flux Q, 2 are shown in Table,
Q=Uwh (6)
Wherein, w is channel width, unit m.
Certain the research area's Gu turbidity channel structure parameters of table 2 and ancient turbidity current kinetic parameter computational chart
The present embodiment has the beneficial effect that literature search discovery forefathers mostly with modern turbidity current or ocean current observation method, carry out The research of turbidity current hydrodynamic condition.However due to the sudden and huge destructiveness of deep water turbidity current, deposition process is difficult directly Observation.The Gu when water channel formation of the water channel configuration quantitative reconstruction portrayed the present invention is based on high-resolution three-dimension seismic Turbidity current kinetic parameter (Fig. 3 and table 2), the present invention and conventional method comparison, conventional method are only capable of that MODERN SEAFLOOR occurs turbid Stream activity is studied, and the turbidity current dynamic conditions being difficult to when being formed to the ancient turbidity channel of buried underground conducts a research, and The ancient turbidity current kinetic parameter of certain research area's ancient land slope turbidity channel deposition period of the method for the present invention quantitative reconstruction, research achievement It can be applied in the research area turbidity channel reservoir prediction and evaluation study.
Embodiment 3, certain research area, a kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, including it is following Step:
1) based on certain research area's high-resolution three-dimension seismic data, using seismic facies analysis technique, to ancient turbidity channel essence Thin characterization is moved towards along water channel as shown in Figure 1 and Figure 4, chooses a series of sampling points, sampling point is that water channel is bent band peak point, such as Fig. 1 a Shown in middle A, B, C, D;Using a series of water channel cross sections and along water channel thalweg section, as shown in fig. 1b and fig. lc, read Fetch water road structure parameters (channel width w, m;Water channel depth h, m;Water channel bottom configuration gradient S, radian), 3 are shown in Table,
2) the water channel structure parameters being calculated according to the first step, combinatorial formula (1) and formula (2), iterative calculation reason are looked into Gloomy several Ri, it is shown in Table 3;
Wherein, ewCoefficient, dimensionless are inhaled to be involved in the volume of the surrounding seawater of turbidity current;CfbFriction between turbidity current and seabed Coefficient, Cfb=0.002~0.005;S is the water channel bottom configuration gradient;
3) formula (3), (4) and (5) are utilized, ancient turbidity current flow velocity U is calculated, is shown in Table 3,
Cfi=ew(1+0.5Ri) (3)
Wherein, CfiCoefficient of friction between turbidity current and surrounding seawater;R is turbidity current skin-friction coefficient and bottom friction system Number ratio, dimensionless;R=(ρsed–ρw)/ρw, ρsedFor sediment density, ρwFor pure water density;C is volumetric concentration, C=0.2% ~0.6%;G is acceleration of gravity, g=9.8m/s2;H is water channel depth, unit m;
4) the ancient turbidity current flow velocity U for obtaining step 3) substitutes into formula (6) and (7), seeks ancient turbidity current kinetic parameter not Lip river Moral number FrWith deposition flux Q, 3 are shown in Table,
Q=Uwh (6)
Wherein, w is channel width, unit m.
Certain the research area's Gu turbidity channel structure parameters of table 3 and ancient turbidity current kinetic parameter computational chart
The present embodiment has the beneficial effect that literature search discovery forefathers mostly with modern turbidity current or ocean current observation method, carry out The research of turbidity current hydrodynamic condition.However due to the sudden and huge destructiveness of deep water turbidity current, deposition process is difficult directly Observation.The Gu when water channel formation of the water channel configuration quantitative reconstruction portrayed the present invention is based on high-resolution three-dimension seismic Turbidity current kinetic parameter (Fig. 4 and table 3).The present invention and conventional method comparison, conventional method are only capable of that MODERN SEAFLOOR occurs turbid Stream activity is studied, and the turbidity current dynamic conditions being difficult to when being formed to the ancient turbidity channel of buried underground conducts a research, and The ancient turbidity current kinetic parameter of certain research area's shelf basin turbidity channel deposition period of the method for the present invention quantitative reconstruction, research at Fruit can be applied in the research area turbidity channel reservoir prediction and evaluation study.

Claims (1)

1. a kind of ancient turbidity current kinetic parameter restoration methods based on water channel configuration, which comprises the following steps:
1) it is based on high-resolution three-dimension seismic data, well shake combines, using seismic facies analysis technique, to ancient turbidity channel fine meter Sign is moved towards along water channel, chooses a series of sampling points, and sampling point is that water channel is bent band peak point, utilizes a series of water channel cross sections and edge Water channel thalweg section reads water channel structure parameters, and water channel structure parameters include channel width w, water channel depth h, water channel The unit m of bottom configuration gradient S, channel width w, the unit m of water channel depth h, the unit radian of water channel bottom configuration gradient S;
2) the water channel structure parameters obtained according to the first step, combinatorial formula (1) and formula (2) iterate to calculate Richardson number Ri
Wherein, ewCoefficient, dimensionless are inhaled to be involved in the volume of the surrounding seawater of turbidity current;CfbFriction system between turbidity current and seabed Number, Cfb=0.002~0.005;S is the water channel bottom configuration gradient;
3) formula (3), (4) and (5) are utilized, ancient turbidity current flow velocity U is calculated,
Cfi=ew(1+0.5Ri) (3)
Wherein, CfiCoefficient of friction between turbidity current and surrounding seawater;R is turbidity current skin-friction coefficient and bottom friction coefficient ratio Value, dimensionless;R=(ρsed–ρw)/ρw, ρsedFor sediment density, ρwFor pure water density;C is volumetric concentration, C=0.2%~ 0.6%;G is acceleration of gravity, g=9.8m/s2;H is water channel depth, unit m;
4) the ancient turbidity current flow velocity U for obtaining step 3) substitutes into formula (6) and (7), seeks ancient turbidity current kinetic parameter Froude number Fr With deposition flux Q,
Q=Uwh (6)
Wherein, w is channel width, unit m.
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Experiments on turbidity currents over an erodible bed;G.Parker,etc.;《Journal of Hydraulic Research》;19870131;第25卷(第1期);第123-146页
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