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文章采用基于特殊处理数据的叠后谱反演方法对南海北部陆坡神狐海域的含水合物沉积层厚度进行预测。正演模拟结果表明,谱反演技术可以精细识别异常地质体,获取高分辨率的反射系数剖面。结合研究区高信噪比地震资料,基于频谱分析,发现在频率剖面上含水合物沉积层主要表现为低频高能、高频低能或高频盲区之上的低频低能、高频高能或高频低能区,含水合物沉积层顶底界面均存在频率异常,且含水合物沉积层底界衰减最为强烈,通过谱反演,发现获取的反射系数剖面比原始地震数据分辨率更高,且与实际测井结果可对比,通过定义?90?相位旋转后谱反演结果上振幅为零值的点之间的距离为地层厚度,计算的过井含水合物沉积层厚度与测井估算结果吻合度高。研究表明,该方法可以获取精度较高的含水合物沉积层厚度信息,实现精度较高的水合物储量估算。 相似文献
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ChristineEcker 《海洋地质》2002,(1):10-20
南卡罗莱纳布莱克海台的海洋地震数据和测井表明明显的似每底反射（BSR）是由含天然气水合物的沉积层覆盖在含游离气的沉积上所形成。我们将一个理论的岩石物理模型应用到二维的布莱克海台海洋地震数据上以确定天然气水合物及游离气的饱和状态。高孔隙度海洋沉积作为一个粒状的系统建立模型，在这样的系统中弹性波速度与孔隙度、有效压力、矿物、孔隙充填物的弹性性质地、水、以及孔隙中天然气水合物的饱和度联系在一起。为了将这种模型应用到地震数据上，首先我们使用迭加速度分析得到层，然后通过地质信息估算出孔隙度和饱和度，我们首先假设沉积物中没含天然气水合物或游离气，然后使用岩石物理模型直接从层速度计算孔隙度。这种孔隙度剖面在有天然气水合物及游离气的地方表现出异常（与所期望的典型剖面以及在无天然气水合物或游离气存在的沉积中得出的剖面相比较）。在含天然气水合物的地方孔隙度估算不足而在含游离气存在的沉积度估算过高。从这些异常剖面中，通过与典型孔隙度剖面（不含天然气水合物及游离气）相减计算出孔隙度的剩余值。然后，通过引入天然气水合物或游离气的饱和度，应用岩石物理模型消去这些异常。这样一来就得出了所期望的二维饱和度分布图。我们得出最大的天然气水合饱和度介于孔隙空间的13%到18%（取决于所用模型版本的不同而有所变化）。这些饱和度数值与布莱克海台的测井结果（在地震测线边上）相吻合，测井的结果为12%。游离气的饱和度在1%和2%之间。饱和度的估算对输入的速度值极为敏感，因此精确的速度确定对储量的改正十分关键。 相似文献
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近海特别是河口三角洲地区的沉积物中蕴藏着大量的甲烷。作为一种温室气体和海洋地质灾害因素，研究近岸海底沉积层中甲烷气体的赋存特征，可为海底浅层气的灾害防控、生态环境效应研究等提供理论支撑。通过对杭州湾YS3、YS4、YS6和YS7四个沉积物钻孔（长约60 m）的地质与地球化学参数的分析，探讨了研究区沉积层中CH4气体的垂向分布特征及影响因素。结果表明：YS3和YS6孔均存在一个含甲烷气层，分别位于海底1.5～22.5和8～42 mbsf，而YS4和YS7孔均存在两个含甲烷气层，分别位于约5～11和23～47 mbsf。四个钻孔中甲烷主体埋藏于粉砂和黏土为主的沉积层中，CH4最高含量分别为5.66、1.73、1.96和2.12 mM，均为CO2/H2还原途径生成，生成后在海底原位沉积层中甲烷的扩散迁移和厌氧氧化作用达到了动态平衡。沉积物孔隙度、黏土含量、有机碳含量、沉积速率等是海底甲烷的含量、分布层数、分布深度和赋存厚度的重要影响因素。 相似文献
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位于南卡罗来纳近海的布莱克海台的海洋地震数据及测井表明：含有气体水合物的沉积层覆盖于含游离气的沉积层之上，造成了明显的地震似海底反射（BSRs)。我们将一个理论的岩石物理模型应用到二维的布莱克海台海洋地震数据，以确定气体水合物与游离气的饱和度。高孔隙度的海洋沉积物可以模拟为一个颗粒状的系统，其弹性波速度与孔隙度、有效压力、矿物成分、孔隙充填物的弹性属性以及孔隙空间中水、气体及气体水合物的饱和度相关。将此模型应用到地震数据时，我们首先通过叠加速度分析获得层速度。其次，除孔隙度，水、气和气体水合物的饱和度等参数外，通过地质信息获得岩石物理模型的其他输入参数。为了从层速度信息中估算孔隙度和饱和度，我们首先假定整个沉积物中不含气体水合物或游离气，然后，根据岩石物理模型由层速度直接计算孔隙度。在气体水合物与游离气出现的区域，这些孔隙度的数据特征出现异常（无气体水合物或游离气的沉积物中期望的标准数据特征与获得的数据特征相比较而言），低估水合物区域中的孔隙度，而高估含游离气区域的孔隙度。我们用带有异常值的孔隙度数据减去标准的孔隙度特征数据（不含气体水合物和气体）来计算剩余孔隙度。然后,我们应用岩石物理模型剔除气体水合物或气体饱和度引起的异常，最终获得理想的二维饱和度图。因此，这样得到的气体水合物最大饱和度占孔隙空间的13－18％之间（取决于所用模式的型式）。在布莱克海台钻井中（不在地震测线上）测量的饱和度大约为12％，这与计算结果一致，游离气体的饱和度在1－2％之间变化。饱和度的估算值对于输入的速度值相当敏感，因此，采用准确的速度对得到合理的储层特性相当关键。 相似文献
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地震属性参数在识别天然气水合物和游离气分布模式中的应用 总被引：2，自引：0，他引：2
为了准确估算沉积层天然气水合物和游离气饱和度,必须确定沉积层水合物和游离气的分布模式。基于Biot三相介质波传播理论,研究了水合物和游离气呈不同沉积类型时,沉积层的泊松比、纵波速度、横波速度和反射振幅随饱和度的变化。结果表明,综合分析含水合物和游离气沉积层的泊松比、纵波速度和AVA特征,可以识别天然气水合物和游离气在沉积地层中的分布模式。与不含水合物沉积层相比,BSR上纵波和横波速度比较高,而泊松比略微偏低且出现PP-波反射系数的AVO负异常表明沉积层含有水合物。BSR下纵波速度和泊松比都比较低表明沉积层游离气呈均匀分布;纵波速度低而泊松比不太低表明沉积层游离气呈块状分布。 相似文献
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南海陆坡天然气水合物饱和度估计 总被引：5，自引：0，他引：5
基于双相介质理论和热弹性理论,建立了沉积层纵波速度与天然气水合物饱和度、弹性性质及地层孔隙度之间的关系。通过对比饱和水的理论P波速度与实际P波速度,可以得到天然气水合物饱和度。根据ODP184航次的电阻率、声波速度、密度等测井资料以及地质资料,初步推断南海陆坡存在天然气水合物。根据声波测井的纵波速度估算出南海1146和1148井天然气水合物饱和度分别为孔隙空间的25％～30％和10％～20％,1148井个别沉积层天然气水合物饱和度可达40％～50％。沉积层的纵波速度与饱和水速度差值越大,天然气水合物饱和度越高。 相似文献
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基于非静压数值计算模型,本文系统研究了聚焦波作用下透水潜堤的消波特性,通过设置合理的计算工况,详细分析了波高、堤顶水深、谱峰周期、孔隙率以及堤顶宽度5种因素对透水潜堤消波特性的影响。与此同时,本文将透水潜堤的计算结果同不透水潜堤的计算结果进行了对比分析。计算结果表明:透水潜堤对聚焦波的消减作用要强于不透水潜堤,从而说明,透水潜堤能更有效地降低畸形波对海岸基础设施的影响;波高和堤顶水深是影响潜堤消波特性的重要因素,随入射波高增加、堤顶水深减小,透水潜堤对波浪的消减作用逐渐增强。透水潜堤对长周期波浪的消波效果较差。在本文考虑的孔隙率范围内,孔隙率越大,透水潜堤消波效果越好;当孔隙率为0.4,堤顶宽度为0.612 5 m时,透水潜堤可消减54%的入射波能,比不透水潜堤对入射波能的消减增加36.1%。本文研究结果可为进一步认识透水潜堤的消波特性和海岸防护工程设计提供相应的参考。 相似文献
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极限波浪载荷是导致海上结构物疲劳失效的主要载荷之一。固定在海洋基础结构物上的直立开孔墙对减小波浪载荷具有一定的效果。基于不可压缩黏性流体流动理论和N-S方程,采用VOF与Level-set相结合追踪自由表面的方法,首先建立数值波浪水槽,然后对开孔墙本身的开孔率和开孔墙与直立墙之间的相对距离,在降低反射系数和波浪力两个方面进行分析。研究结果表明,开孔墙可以明显降低作用在结构物上的波浪力,开孔墙本身的开孔率和与直立墙的相对距离会对其产生明显影响;不同波浪参数下会存在一个最佳的开孔率,但是不同波浪参数时最佳开孔率会略有不同;当开孔墙和直立墙的相对距离在0.2到0.3之间时,开孔墙的消波减载效果最佳。研究结果可为海洋工程相关设计提供一定的参考。 相似文献
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《Coastal Engineering》2004,51(3):223-236
A computational model is developed to investigate the wave damping characteristics of a periodic array of porous bars. The transmission and reflection coefficients as well as the wave energy dissipation are evaluated relating to the physical properties and geometric factors of bars. It is shown that the porosity, number, width and height of bars all play important roles in the wave damping characteristics, compared to other factors such as the intrinsic permeability. It is observed that like impermeable bars, permeable bars display Bragg phenomenon. However, Bragg reflection produced by permeable bars is smaller than that by impermeable bars. Permeable bars reflect smaller waves, transmit smaller waves and dissipate more wave energy. It is indicated that if the porosity increases, both the reflection and transmission coefficients decrease and more wave energy is dissipated. Further, it is found that the porosity controls the magnitude, but not the oscillation frequency of the reflection coefficient, which depends only on the number of bars. 相似文献
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The wave forces and moments on and the water surface fluctuations around a vertical circular cylinder encircled by a perforated square caisson were experimentally investigated. The porosity of the outer square caisson was varied from 4.24 to 14.58%. The in-line wave forces on the inner vertical cylinder are influenced by changing the porosity of the outer caisson, whereas the variations in the water surface fluctuations are less influenced in this porosity range. The in-line moment on the vertical cylinder is relatively less sensitive when the porosity is increased from 4.24 to 8.75%, but varies substantially when it is increased from 8.75 to 14.58%. The force and moment ratio (i.e. the ratio of the force or moment on the vertical cylinder, when it is encircled by the perforated caisson to the force or moment on the cylinder without any protection around it) reduces with increased wave height, H, and wave length, L, whereas the wave height ratio (ratio of the wave height at a point in the vicinity of the structure to the incident wave height) is less sensitive for the varying H and L. A new non-dimensional parameter, p1.5 (D/L)/(H/d), is introduced to predict the in-line force and moment on the inner vertical cylinder, where d is local water depth, D is the diameter of the inner cylinder and p is the porosity of the outer caisson in percentage. Simple predictive equations for forces, moments and water surface fluctuations are provided. 相似文献
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Solitary wave evolution over a shelf including porous damping is investigated using Volume-Averaged Reynolds Averaged Navier–Stokes equations. Porous media induced damping is determined based on empirical formulations for relevant parameters, and numerical results are compared with experimental information available in the literature. The aim of this work is to investigate the effect of wave damping on soliton disintegration and evolution along the step for both breaking and non-breaking solitary waves. The influence of several parameters such as geometrical configuration (step height and still water level), porous media properties (porosity and nominal diameter) or solitary wave characteristics (wave height) is analyzed. Numerical simulations show the porous bed induced wave damping is able to modify wave evolution along the step. Step height is observed as a relevant parameter to influence wave evolution. Depth ratio upstream and downstream of the edge appears to be the more relevant parameter in the transmission and reflection coefficients than porosity or the ratio of wave height–water depth. Porous step also modifies the fission and the solitary wave disintegration process although the number of solitons is observed to be the same in both porous and impermeable steps. In the absence of breaking, porous bed triggers a faster fission of the incident wave into a second and a third soliton, and the leading and the second soliton reduces their amplitude while propagating. This decrement is observed to increase with porosity. Moreover, the second soliton is released before on an impermeable step. Breaking process is observed to dominate over the wave dissipation at the porous bottom. Fission is first produced on a porous bed revealing a clear influence of the bottom characteristics on the soliton generation. The amplitude of the second and third solitons is very similar in both impermeable and porous steps but they evolved differently due to the effect of bed damping. 相似文献
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An analytical method is developed to study wave diffraction on arc-shaped and bottom-mounted perforated breakwaters.The breakwater is assumed to be rigid,thin,vertical,immovable and located in water of constant depth.The fluid domain is divided into two regions by imaginary interface.The velocity potential in each region is expanded by eigenfunctions.By satisfying the continuity of pressure and normal velocity across the imaginary fluid interface,a set of linear algebraic equations can be obtained to determine the unknown coefficients of eigenfunctions.Numerical results,in the form of contour maps of the relative wave amplitude around the breakwater,are presented for a range of wave and breakwater parameters.Results show that the wave diffraction on the arc-shaped and bottom-mounted perforated breakwater is related to the incident wavelength and the porosity of the breakwater.The porosity of the perforated breakwater may have great effect on the diffracted field. 相似文献
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The wave force on a seawater intake structure consisting of a perforated square caisson of 400 mm×400 mm size encircling a vertical suction pipe of 160-mm diameter is investigated using physical model studies. The porosity of caisson was varied from 1.6 to 16.9%. Regular and random waves of wide range of heights and periods were used. It is found that the force ratio (ratio of the force on perforated caisson to the force on caisson with zero percent porosity) reduces to an extent of up to 60% with increase in porosity of the caisson from 1.6 to 16.9%. The force ratio was found to increase with increase in relative wave height and reduces with increase in relative width. Multiple regression analysis of the measured data points was carried out and predictive equations for wave force ratios are obtained both for regular and random waves. The results of this investigation can be used in the hydrodynamic design of perforated caissons, which are widely used as seawater intake structures. 相似文献
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双消浪室局部开孔沉箱防波堤具有低反射、结构受力小、适宜较大水深和工程造价低等优点。为明确双消浪室局部开孔沉箱水动力特性的主要影响因素,采用理论分析和物理模型试验相结合的方法,对规则波和不规则波作用下双消浪室局部开孔沉箱防波堤的反射特性进行研究。基于势流理论,建立规则波和不规则波对局部开孔沉箱防波堤作用的三维解析解,采用二次压力损失边界条件考虑沉箱开孔墙对波浪运动的影响,利用周期性边界条件考虑防波堤结构沿长度方向的周期性变化。开展相应规则波和不规则波物理模型试验,验证理论模型的合理性。通过算例分析,研究不同波浪要素和结构参数对防波堤反射特性的影响。研究表明:双消浪室局部开孔沉箱相对消浪室宽度取值为0.08~0.20,沉箱前墙开孔率大于后墙开孔率时,防波堤在较大波浪频率范围内消波效果显著;当前后墙的开孔率相等时,防波堤反射系数的最小值随着开孔率增大而减小。 相似文献
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海底沉积物纵波波速与物理-力学性质的理论关系和比较 总被引：3，自引：1，他引：2
本文提出以密度变化比和等效弹性模量变化比为参数描述海底沉积物纵波波速,得到密度变化比是由孔隙率、海水密度和海底沉积物固相密度构成的复合参数,建立了以复合参数和等效弹性模量变化比为变量的泰勒多项式海底沉积物纵波波速公式。基于单因素分析法得出纵波波速可表示为参考声速与调制函数的乘积,沉积物的参考声速由海底底质物理性质确定,建立了复合参数-声速的近似理论模型。对该理论模型与现有的主要纵波波速经验公式的分析结果表明,孔隙率-纵波波速经验公式只是参考声速不同,但调制函数是互相等效的,验证了本文海底沉积物纵波波速理论关系的有效性。 相似文献