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1.
沁水盆地地层剥蚀量研究   总被引:2,自引:0,他引:2  
沁水盆地自晚三叠世以来不断抬升,遭受了多次剥蚀,但其累积剥蚀量一直悬而未决,不利于盆地模拟和资源评价。本文在沁水盆地沉积-构造演化史、热演化史研究的基础上,根据野外露头和钻井资料,以镜质体反射率反演方法为主,辅以声波时差法和构造剖面法,较为准确地确定了沁水盆地中新生代以来的累积地层剥蚀量。研究表明,沁水盆地石炭-二叠系煤层在燕山运动时期遭受最高地温,其后回返抬升并伴有地温梯度下降。参照济阳坳陷连续沉积剖面建立了镜质体反射率与深度的关系,经地温梯度校正后,计算出了沁水盆地石炭-二叠系最大埋深,从而得到其此后抬升过程中的累积剥蚀量,经与声波时差法、构造剖面法计算结果对比,三者计算结果较为符合。研究结果表明,晚三叠世以来沁水盆地累积地层剥蚀量在1400~3300m之间,其中盆地中部剥蚀量较少,一般小于2500m,盆地边缘剥蚀量较大,可达3000m以上。主要剥蚀时期为晚白垩世至新近纪,地层剥蚀量可达2000m以上;其次为晚三叠世至早侏罗世,地层剥蚀量一般小于1000m。  相似文献   

2.
东北地区古生代在南部有一个地层间断面,北部有三个地层间断面:奥陶纪、晚志留世末-早泥盆世和早石炭世晚期-晚石炭世,相应于古亚洲洋构造域发展的不同阶段,结束于早三叠世末.最后的间断面以后,东北南部和北部古生代地层进入同步发展.  相似文献   

3.
李伟  吴智平  周瑶琪 《地质论评》2005,51(5):507-516
在采用各种地层剥蚀量的计算方法对济阳坳陷中生代各主要不整合面地层剥蚀厚度恢复的基础上,结合钻井及地震资料,对中生代各主要构造层的原始地层厚度进行了恢复。以此为切入点,对济阳坳陷区中生代盆地原型进行了初步探讨,将其划分为5期盆地原型:早-中三叠世为一大型内陆坳陷盆地;晚三叠世整体挤压抬升剥蚀;早-中侏罗世为弱挤压背景下的山间盆地;晚侏罗世-早白垩世为受正断层控制的断陷盆地;晚白垩世为断陷后的坳陷盆地。  相似文献   

4.
沁水盆地地层剥蚀量研究   总被引:3,自引:0,他引:3  
林玉祥 《地质与勘探》2014,50(1):114-121
[摘 要]沁水盆地自晚三叠世以来不断抬升,遭受了多次剥蚀,但其累积剥蚀量一直悬而未决,对盆地模拟和资源评价产生了不良影响。本文在沁水盆地沉积-构造演化史、热演化史研究的基础上,根据野外露头和钻井资料,以镜质体反射率反演方法为主,辅以声波时差法和构造剖面法,较为准确地确定了沁水盆地中新生代以来的累积地层剥蚀量。研究表明,沁水盆地石炭-二叠系煤层在燕山运动时期遭受最高地温,其后回返抬升并伴有地温梯度下降。参照济阳坳陷连续沉积剖面建立了镜质体反射率与深度关系,经地温梯度校正后,计算出了沁水盆地石炭-二叠系最大埋深,从而得到其此后抬升过程中的累积剥蚀量,经与声波时差法、构造剖面法计算结果对比,三者计算结果较为符合。研究结果表明,晚三叠世以来沁水盆地累积地层剥蚀量在1400~3300m之间,其中盆地中部剥蚀量较少,一般小于2500m,盆地边缘剥蚀量较大,可达3000m以上。主要剥蚀时期为晚白垩世至新近纪,地层剥蚀量可达2000m以上;其次为晚三叠世至早侏罗世,地层剥蚀量一般小于1000m。  相似文献   

5.
新的地层和古生物学研究结果表明,措勤盆地在晚古生代一早中生代不存在长达75Ma以上的沉积间断.其中,晚二叠世-晚三叠世诺利期都是海相碳酸盐岩地层,晚三叠世瑞替期-早中侏罗世为陆缘碎屑岩地层.两者之间为角度不整合接触.措勤盆地在晚二叠世-晚三叠世诺利期一直处于海相碳酸盐岩盆地中.晚三叠世瑞替期-早中侏罗世仍然是接受巨厚沉积的低洼地区。从宏观的油气勘探的战略评价角度看.措勤盆地在中二叠世栖霞期-晚三叠世诺利期的海相碳酸盐岩地层具有生油层的性质,上三叠统瑞替阶-中下侏罗统具有盖层的性质,两者之间的角度不整合具有储集层的性质。措勤盆地中二叠统-下侏罗统构成一个油气的有利勘探层系.称为古格层系。  相似文献   

6.
新的地层和古生物学研究结果表明,措勤盆地在晚古生代一早中生代不存在长达75Ma以上的沉积间断.其中,晚二叠世-晚三叠世诺利期都是海相碳酸盐岩地层,晚三叠世瑞替期-早中侏罗世为陆缘碎屑岩地层.两者之间为角度不整合接触.措勤盆地在晚二叠世-晚三叠世诺利期一直处于海相碳酸盐岩盆地中.晚三叠世瑞替期-早中侏罗世仍然是接受巨厚沉积的低洼地区。从宏观的油气勘探的战略评价角度看.措勤盆地在中二叠世栖霞期-晚三叠世诺利期的海相碳酸盐岩地层具有生油层的性质,上三叠统瑞替阶-中下侏罗统具有盖层的性质,两者之间的角度不整合具有储集层的性质。措勤盆地中二叠统-下侏罗统构成一个油气的有利勘探层系.称为古格层系。  相似文献   

7.
三叠系在班公湖-怒江结合带两侧仅有少量露头。早三叠世是怒江洋盆初始演化的开始,由于晚二叠世-早三叠 世大规模的海退持续和地壳的抬升,地层遭受剥蚀,整个班公湖-怒江结合带内缺乏完整的三叠系地层系统,对怒江 洋的演化缺乏完整的物质记录。此次有古生物化石依据的上三叠统的发现,为探讨洋盆的演化提供了较好的依据,也 为区域地层对比、地层格架建立、古环境分析等提供了基础资料。  相似文献   

8.
三叠系在班公湖-怒江结合带两侧仅有少量露头。早三叠世是怒江洋盆初始演化的开始,由于晚二叠世-早三叠世大规模的海退持续和地壳的抬升,地层遭受剥蚀,整个班公湖-怒江结合带内缺乏完整的三叠系地层系统,对怒江洋的演化缺乏完整的物质记录。此次有古生物化石依据的上三叠统的发现,为探讨洋盆的演化提供了较好的依据,也为区域地层对比、地层格架建立、古环境分析等提供了基础资料。  相似文献   

9.
藏北羌塘盆地晚三叠世地层特征与对比   总被引:1,自引:1,他引:0       下载免费PDF全文
陈文西  王剑 《中国地质》2009,36(4):809-818
羌塘盆地上三叠统日干配错组、土门各拉组和肖茶卡组、那底岗日组分别分布于南、北羌塘凹陷。在以往研究和笔者在中国地质调查局青藏重点沉积盆地油气资源潜力分析项目工作基础上,通过对各地层单元的详细研究和区域对比,从古生物、岩石组合、沉积系列、地层单元的接触关系、年代地层进行了综合分析。结果显示北羌塘凹陷那底岗日组与南羌塘凹陷日干配错组和土门各拉组的时代主要为晚三叠世诺利期—瑞替期,三者为羌塘晚三叠世诺利期—瑞替期裂陷盆地形成过程中的同期异相的火山-沉积系列。北羌塘凹陷肖茶卡组的是残留陆表海沉积产物,其时代主要为晚三叠世卡尼期-诺利期早期,与那底岗日组、日干配错组和土门各拉组均为上下对比关系。  相似文献   

10.
乌伦古坳陷位于准噶尔盆地东北部、阿尔泰山南缘,由北西-南东走向的红岩断阶带、索索泉凹陷和南部斜坡带组成。坳陷内上三叠统直接覆盖在石炭系基底之上,上三叠统和侏罗系发育生长地层,白垩系向红岩断阶带方向超覆沉积在侏罗系顶削蚀不整合面之上,古近系、新近系和第四系较稳定地沉积在白垩系顶小角度不整合面之上。索索泉凹陷中生界底面最深,往南部斜坡带逐渐抬高。红岩断阶带中生界被抬升剥蚀,古生界之上直接覆盖新生界。根据生长地层、不整合面、卷入变形的地层时代判断:早-中三叠世乌伦古坳陷延续了二叠纪的隆升剥蚀格局,地层缺失;晚三叠世-侏罗纪陆梁隆起隆升,在坳陷内沉积生长地层,局部发育逆冲断层;白垩纪为红岩断阶带主形成期,白垩系朝着红岩断阶带超覆沉积于侏罗系之上;古近纪构造变形微弱,沉积较为稳定;新近纪-第四纪发育挤压构造和正断层。乌伦古坳陷中生代受阿尔泰陆内造山作用制约,属于阿尔泰中生代陆内前陆盆地系统的一部分:楔顶带从阿尔泰山不断往南扩展,到白垩纪扩展到乌伦古坳陷红岩断阶带;前隆带位于陆梁隆起,并于晚三叠世-侏罗纪挠曲隆升。古近纪造山作用减弱,乌伦古坳陷区域沉降,地层较稳定沉积。新近纪-第四纪受印度-欧亚板块碰撞作用的远程效应影响,北天山发生陆内造山作用,乌伦古坳陷远离北天山,挤压构造变形相对较弱。新近纪-第四纪正断层为造山间歇期形成的区域性伸展构造,代表了中亚地区晚新生代脉动式冲断作用的一个间歇期。  相似文献   

11.
涟源凹陷流体包裹体特征与天然气成藏   总被引:1,自引:1,他引:0  
涟源凹陷属于典型的改造型盆地,是湘中坳陷最有利的含油气凹陷之一。应用流体包裹体分析技术,并结合盆地构造演化和圈闭发育史、烃源岩主要生、排烃史,对改造型盆地涟源凹陷主要目的层石炭系储层中流体包裹体特征及气藏形成时间和期次进行了分析。结果表明,研究区存在两种类型流体包裹体,第一类为单一液相或气/液比小于15%的气液两相盐水包裹体,第二类为气液两相含烃盐水包裹体,单一液相包裹体大小一般3~4μm,其它包裹体大小一般1~7μm;流体包裹体特征反映出该区气藏成藏期有两期,即第一期天然气注入时温度120.8~126.2℃,对应成藏时间为早三叠世,第二期天然气注入时温度154.4~169.7℃,对应成藏时间为晚三叠世,其中主要成藏期为晚三叠世。  相似文献   

12.
含离子浓度参数的粘性泥沙沉速公式研究   总被引:2,自引:4,他引:2       下载免费PDF全文
以长江为例分析了河流中的水化学特性,得出河流中影响粘性泥沙沉速的主要是Ca2+。阳离子影响泥沙沉速的主要原因是粘性沙的絮凝。对泥沙絮凝沉降过程进行理论分析,推导出絮凝沉速与离子浓度之间的关系式。并且根据试验结果确定以Ca2+浓度为参数时经验关系式中的系数值。用实测的沉速对絮凝沉速公式进行了初步的验证。验证结果表明,用张瑞瑾沉速公式计算结果与实测结果相差很大,而絮凝沉速公式计算结果与实测结果相符合。  相似文献   

13.
浅水湖泊水体中不同颗粒悬浮物静沉降规律研究   总被引:4,自引:0,他引:4       下载免费PDF全文
为了解浅水湖泊水体中颗粒悬浮物的静沉降规律,以太湖为例,采用重复深度吸管法计算了2005年4月、5月间在太湖进行的4次静沉降模拟实验中的沉降速度。结果表明:①在悬浮物沉降过程内,3种颗粒物的沉速关系为颗粒无机物(PIM)>悬浮物(SS)>颗粒有机物(POM)。在相同的沉降时间内,PIM的沉速为SS沉速的1.6~2.0倍,POM的沉速为SS沉速的0.3~0.7倍,PIM的沉速为POM沉速的2.5~5.5倍;②水体中悬浮物浓度与沉降时间均呈现出明显的指数衰减规律,悬浮物中无机物含量较高时这种规律更为明显;③悬浮物浓度较低时,太湖悬浮物的沉降速率与水体中的悬浮物浓度无明显的相关关系;而悬浮物浓度较高时,沉降速率随悬浮物浓度升高而增大。  相似文献   

14.
An equal settling ratio is an important factor in estimating particle separation accuracy. However, this factor is often calculated using the settling velocity in stationary water, there are no examples of calculation of the equal settling ratio in an actual separator. This is difficult because particle movement in a separator is very complicated, and even simple periodic motions, such as the oscillation field used with many separators, are ignored in many cases. The authors have previously reported on the relation between the equal settling ratio and the oscillation frequency by analysis of particle movement in vertically oscillating water, using spherical particles of glass (average size 435 μm) and zirconia (202 μm) which have the same settling velocity in stationary water. In this study, the influence of particle diameter on the change in the settling velocity in oscillating water was experimentally investigated for three pairs of glass and zirconia particles having different sizes under 0.5 mm, which have the same settling velocity in stationary water. The settling velocities of different-sized particles decreased at different rates in oscillating water, indicating that the equal settling ratio is reduced by water oscillation. We conclude that water oscillation improves the accuracy of size separation for glass particles over 300 μm and zirconia particles over 150 μm when glass and zirconia particles are separated from each other with the difference of these settling velocities.  相似文献   

15.
阳离子浓度对泥沙沉速影响实验研究   总被引:6,自引:0,他引:6       下载免费PDF全文
应用了静态沉降实验方法中的移液管法,初步研究了水中常见阳离子对河流中细颗粒泥沙沉速的影响,这些阳离子包括Na+、Ca2+、Mg2+和Al3+等。实验结果表明,阳离子浓度对泥沙沉速的影响可以分为两个阶段:①随着阳离子浓度的增加泥沙沉速也增大;②当离子浓度大于某值时,离子浓度对泥沙沉速的影响不大。在同样离子浓度条件下,离子价态高者影响较大。同时分析了长江和黄河干流中下游河段的水化学特性;分析结果表明,在一般的河水水质的情况下,有必要考虑水中阳离子(主要是Ca2+、Mg2+)对细颗粒泥沙沉速的影响。  相似文献   

16.
田巍  王传尚  白云山  李培军 《地球科学》2019,44(11):3794-3811
上泥盆统佘田桥组是湘中地区页岩气勘探的重要层系之一.为了探讨湘中地区涟源凹陷上泥盆统佘田桥组黑色泥页岩有机质富集机理,系统采集了区内湘新地3井佘田桥组20个泥页岩岩心样品,开展有机碳含量、主量元素、微量元素以及稀土元素等地球化学特征测试,分析佘田桥组页岩的古盐度、古气候、古氧化还原条件和古生产力等古沉积环境.结果表明:佘田桥组底部层段有机碳含量较高(1.28%~2.68%),平均值为1.69%.页岩主要成分为SiO2(50.27%)、Al2O3(13.66%)、CaO(11.55%).微量元素Rb、Sr和Zr富集而Co、Mo、Sc和Hf亏损.Sr/Ba、化学蚀变指数(CIA)、Th/U、V/Sc、V/Cr、δU比值表明佘田桥组富有机质页岩段沉积环境为淡水-半咸水、干旱的贫氧-次富氧环境,贫有机质页岩段为咸水、干旱-半干旱的富氧环境.结合区域层序地层特征,综合对比佘田桥组有机碳含量(TOC)与古氧化还原条件、古生产力条件的相关性,揭示出涟源凹陷佘田桥组富有机质页岩段有机质富集的主控因素为古氧化还原环境,而贫有机质页岩段有机质主要来源于陆源供给.   相似文献   

17.
Most techniques for estimating settling velocities of natural particles have been developed for siliciclastic sediments. Therefore, to understand how these techniques apply to bioclastic environments, measured settling velocities of bioclastic sedimentary deposits sampled from a nearshore fringing reef in Western Australia were compared with settling velocities calculated using results from several common grain‐size analysis techniques (sieve, laser diffraction and image analysis) and established models. The effects of sediment density and shape were also examined using a range of density values and three different models of settling velocity. Sediment density was found to have a significant effect on calculated settling velocity, causing a range in normalized root‐mean‐square error of up to 28%, depending upon settling velocity model and grain‐size method. Accounting for particle shape reduced errors in predicted settling velocity by 3% to 6% and removed any velocity‐dependent bias, which is particularly important for the fastest settling fractions. When shape was accounted for and measured density was used, normalized root‐mean‐square errors were 4%, 10% and 18% for laser diffraction, sieve and image analysis, respectively. The results of this study show that established models of settling velocity that account for particle shape can be used to estimate settling velocity of irregularly shaped, sand‐sized bioclastic sediments from sieve, laser diffraction, or image analysis‐derived measures of grain size with a limited amount of error. Collectively, these findings will allow for grain‐size data measured with different methods to be accurately converted to settling velocity for comparison. This will facilitate greater understanding of the hydraulic properties of bioclastic sediment which can help to increase our general knowledge of sediment dynamics in these environments.  相似文献   

18.
The Floatex density separator (FDS) is an industrial separator and works on the principle of hindered settling where the settling rate of a particle in suspension is affected by nearby particles. This phenomenon of hindered settling has been described by various authors using the concept of particle slip velocity. The feasibility of one such slip velocity model proposed by Galvin et al. to predict the separation of chromite in a plant scale FDS was examined. Previously this model was validated only at lab scale with synthetic mixture of various density particles. In order to use this model, the feed chromite ore was characterized and quantified into different density mineral classes and their percentages were estimated by using mineralogical grain count method. The performance of FDS was then predicted using slip velocity model in terms of weight recoveries and composition of different minerals in the FDS underflow product.  相似文献   

19.
In this study, non-equilibrium transport of suspended sediment from one equilibrium state to another is investigated. Based on a convective-diffusion equation, a numerical model for flow with suspended sediment is developed by considering the effect of concentration-dependent settling velocity. The numerical model is validated by comparing analytical solutions and experimental results. The concentration profiles, mean concentrations and distance necessary to reach a new equilibrium state are examined by comparing them with the results of constant settling velocity. For a high concentration flow, the results indicate that evident differences between the above three indicators can be determined with and without concentration-dependent settling velocity. Additionally, the effects of concentration-dependent settling velocity are sensitive to the sediment mobility parameter (or Rouse number), although they are nearly independent of the diffusion Reynolds number.  相似文献   

20.
A new and simple approach for estimating the flocculent settling velocity of fine suspended particles is presented. The simplified formula has been derived based on a one-dimensional vertical continuity equation and an empirical flocculation equation. The resulting flocculent settling velocity (Vs) is expressed as a function of time, depth, and constants. Depth averaged settling velocity ( s) is also derived by using the formula proposed. To estimate the order of magnitude of flocculent effects on settling, iso-settling velocity lines are constructed. The effects of initial concentration and ionic strength on flocculent settling velocity are investigated. The results show that as the ionic strength and suspension concentrations increase, flocculent settling velocity also increases due to inter-particle collisions and increased cohesion in suspension.  相似文献   

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