碳酸盐岩成岩相研究方法及其应用——以扬子地块北缘飞仙关组鲕滩储层为例   总被引：1，自引：0，他引：1  

杨威  魏国齐  金惠  沈珏红 《岩石学报》2011,27(3):749-756

成岩相是研究成岩作用展布的重要方法和途径,其与沉积相不同,反映岩石在一定的成岩环境下发生的各种成岩作用的综合表现。在详细的成岩作用和成岩环境研究的基础上,划分了扬子地块北缘地区飞仙关组8类成岩相、7类成岩亚相,总结了各类成岩相(亚相)的识别标志,探索了成岩相与沉积相、测井相、地震相的关系,探索了成岩相在点、线、面上的分布,预测了有利成岩相区展布,取得了良好效果。形成了一套有效的成岩相研究方法,并将成岩相研究成果应用到勘探实践,具有较好的推广价值。  相似文献   

川西北地区下三叠统飞仙关组滩相储层的形成条件分析     

崔卫东 《地质与资源》2011,20(1):56-61

鲕粒滩相碳酸盐岩作为储层的气藏是川西北地区下三叠统飞仙关组地层中最主要的气藏类型.影响飞仙关组滩相储层形成的条件较多,主要受构造作用、沉积作用和成岩作用的影响.分析认为同生断裂导致的地貌升降运动对滩体的展布有着明显的控制作用,上升盘边缘易于滩体的形成与演化;高能沉积相带的台地边缘鲕粒滩最有利于储层的形成与演化;经过白云...  相似文献   

Measured and modeled wave overtopping on a natural beach     

Natalie A. Laudier  Edward B. ThorntonJamie MacMahan 《Coastal Engineering》2011

The rate of wave overtopping of a barrier beach is measured and modeled. Unique rate of wave overtopping field data are obtained from the measure of the Carmel River, California, lagoon filling during a time when the lagoon is closed-off with no river inflow. Volume changes are based on measured lagoon height changes applied to a measured hypsometric curve. Wave heights and periods are obtained from directional wave spectra data in 15 m fronting the beach. Beach morphology was measured by GPS walking surveys. Three empirical overtopping models by Van der Meer and Janssen (1995), Hedges and Reis (1998) and Pullen et al. (2007) with differing parameterizations on wave height, period and beach slope and calibrated using extensive laboratory data obtained over plane, impermeable beaches are applied in a quasi-2D manner and compared with the field observations. Three overtopping events are considered when morphology data were available less than 2 weeks prior to the event. The models are tuned to fit the data using a reduction factor to account for beach permeability, berm characteristics, non-normal wave incidence and surface roughness influence. In addition, the run-up model by Stockdon et al. (2006) based on field data is examined and found to underestimate run-up as the calculated values were too small to predict any of the observed overtopping. The three overtopping models performed similarly well with values of 0.72–0.87 for the two narrow-banded wave cases, with an average reduction factor of 0.78. The European model (Pullen et. al., 2007) performed best overall and in particular for the case of the broad-banded, double peaked wave spectrum.  相似文献   

Appraisal of storm beach buffer width for cyclonic waves     

F.-C. Lee  John R.-C. Hsu  W.-H. Lin 《Coastal Engineering》2011

The loss of beach sand from berm and dune due to high waves and surge is a universal phenomenon associated with sporadic storm activities. To protect the development in a coastal hazard zone, hard structures or coastal setback have been established in many countries around the world. In this paper, the requirement of a storm beach buffer, being a lesser extent landward comparing with the coastal setback to ensure the safety of infrastructures, is numerically assessed using the SBEACH model for three categories of wave conditions in terms of storm return period, median sand grain size, berm width, and design water level. Two of the key outputs from the numerical calculations, berm retreat and bar formation offshore, are then analysed, as well as beach profile change. After having performed a series of numerical studies on selected large wave tank (LWT) test results with monochromatic waves using SBEACH, we may conclude that: (1) Berm erosion increases and submerged bar develops further offshore as the storm return period increases for beach with a specific sand grain size, or as the sand grain reduces on a beach under the action of identical wave condition; (2) Higher storm waves yield a large bar to form quicker and subsequently cause wave breaking on the bar crest, which can reduce the wave energy and limit the extent of the eroding berm; (3) A larger buffer width is required for a beach comprising small sand grain, in order to effectively absorb storm wave energy; and (4) Empirical relationships can be tentatively proposed to estimate the storm beach buffer width, from the input of wave conditions and sediment grain size. These results would benefit a beach nourishment project for shore protection or design of a recreational beach.  相似文献   

山东半岛北岸现代海滩层理及动态解释     

曹立华  栾天  庄振业  李兵  董威力  孙羽涵 《海洋地质前沿》2011,(9):1-5,31

海滩层理由冲、回流塑造的向海倾前滨楔状交错层理和冲越流形成的向陆倾后滨斜层理组成,二者构成假背斜构造.近年在烟台—莱州岸段海滩上开挖了10个垂岸探槽,揭示出这里海滩以向陆倾后滨层理为主,并且被暴风浪侵蚀面所斜切,该面向海的前滨层理只留下几十厘米的薄层,说明近几十年海岸持续遭受侵蚀,海滩的前滨层理被多次暴风浪切割掉;按暴...  相似文献   

砂质海滩地形动力分类研究进展     

于吉涛  陈子燊 《热带地理》2011,31(1):107-112

海滩状态是一个地形与水动力相互作用的三维地形动力问题.国外对海滩状态的地形动力分类已开展了大量卓有成效的研究工作,既包括波控、小潮、开阔海岸海滩状态的研究,也包括波控、不同潮差海岸海滩类型的研究和岬间海岸海滩类型的研究.文中回顾并概括了自20世纪70年代至今国外在砂质海滩地形动力分类方面代表性的研究工作,这些对于我国的...  相似文献   

山东半岛东南部典型砂质岸滩季节性演化及控制因素探讨——以海阳万米海滩为例     

解航  杨怡红  朱龙海  张晓东  胡日军  尹砚军  冷星 《海洋地质与第四纪地质》2022,42(1):57-67

根据2018年秋季至2019年夏季4个季节的海滩剖面形态测量和表层沉积物粒度分析结果,研究了海阳万米海滩地形和表层沉积物粒度季节变化特征,探讨了控制研究区砂质岸滩季节性演化的因素.结果表明:连理岛-东村河口以西海滩剖面形态在强动力和弱动力条件下分别呈"上蚀下淤"和"下冲上塑"特征,夏季台风造成的滩肩侵蚀量大于冬季风,在...  相似文献   

洞庭湖区的泥沙淤积效应   总被引：7，自引：0，他引：7  

李景保  尹辉  卢承志  毛德华  周和平 《地理学报》2008,63(5):514-523

以1951-2005 年长系列实测泥沙等资料为依据, 从泥沙淤积特性与资源环境之间的关系上, 探讨了洞庭湖区的泥沙淤积效应。研究表明: 由于洞庭湖区始终处于淤积状态, 加之人类活动影响, 导致了泥沙淤积循环演进的格局, 以至于使泥沙的灾害性效应与资源性效应 均在湖区得到充分的显示。主要表现在: ① 塑造了水体滩地、泥沙滩地、湖草滩地、芦苇滩地等类型滩地, 构成了湖泊巨系统的主体; ② 孕育或诱发了泥沙淤积→洲滩扩展、围垦→调洪功能下降、鱼类资源枯竭、生物多样性减少灾害链: 泥沙淤积→洲滩扩展→洪涝、水质污染; 泥沙淤积→植被洲滩浮涨→血吸虫病、害鼠致害灾害链; 泥沙淤积→洪溃决堤→土地沙 化灾害链。这些淤积型泥沙灾害链给湖区直接或间接地造成巨大的经济损失。③ 近55 年间, 泥沙塑造土地约98.13×10⁸hm², 人类合理开发利用洲滩资源获得了巨大的经济效益, 就地挖沙加高防洪大堤2~3 m, 累积土石方约55×10⁸ m³, 节省了购买大量原材料的开支。  相似文献   

Cobble cam: grain‐size measurements of sand to boulder from digital photographs and autocorrelation analyses     

Jonathan A. Warrick  David M. Rubin  Peter Ruggiero  Jodi N. Harney  Amy E. Draut  Daniel Buscombe 《地球表面变化过程与地形》2009,34(13):1811-1821

A new application of the autocorrelation grain size analysis technique for mixed to coarse sediment settings has been investigated. Photographs of sand‐ to boulder‐sized sediment along the Elwha River delta beach were taken from approximately 1·2 m above the ground surface, and detailed grain size measurements were made from 32 of these sites for calibration and validation. Digital photographs were found to provide accurate estimates of the long and intermediate axes of the surface sediment (r² > 0·98), but poor estimates of the short axes (r² = 0·68), suggesting that these short axes were naturally oriented in the vertical dimension. The autocorrelation method was successfully applied resulting in total irreducible error of 14% over a range of mean grain sizes of 1 to 200 mm. Compared with reported edge and object‐detection results, it is noted that the autocorrelation method presented here has lower error and can be applied to a much broader range of mean grain sizes without altering the physical set‐up of the camera (～200‐fold versus ～6‐fold). The approach is considerably less sensitive to lighting conditions than object‐detection methods, although autocorrelation estimates do improve when measures are taken to shade sediments from direct sunlight. The effects of wet and dry conditions are also evaluated and discussed. The technique provides an estimate of grain size sorting from the easily calculated autocorrelation standard error, which is correlated with the graphical standard deviation at an r² of 0·69. The technique is transferable to other sites when calibrated with linear corrections based on photo‐based measurements, as shown by excellent grain‐size analysis results (r² = 0·97, irreducible error = 16%) from samples from the mixed grain size beaches of Kachemak Bay, Alaska. Thus, a method has been developed to measure mean grain size and sorting properties of coarse sediments. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Berm formation and dynamics on a gently sloping beach; the effect of water level and swash overtopping     

Stine G. Jensen  Troels Aagaard  Tom E. Baldock  Aart Kroon  Michael Hughes 《地球表面变化过程与地形》2009,34(11):1533-1546

Berm formation and morphological development of the beach face have been observed during a neap–neap tidal cycle on the gently sloping and accreting beach at Vejers, Denmark. During the field campaign, an intertidal bar migrated onshore and stabilized as a berm on the foreshore. A new intertidal bar occurred on the lower beach face, migrated onshore on the rising tide and finally merged with the pre‐existing berm. As the tide continued to rise, the new berm translated further onshore as an intertidal bar to the uppermost part of the foreshore. The sediment transport during the berm transition was onshore directed in the upper swash and offshore directed in the lower swash. This berm development can be described through both the neap‐berm, ridge‐and‐runnel and berm‐ridge development concepts proposed by Hine (Sedimentology 1979; 26: 333–351), and all three stages were observed during only three tidal cycles. The main factors controlling this fast transformation were the gentle slope of the cross‐shore profile, rapid water level translation rates, substantial swash overtopping of the berm, and low infiltration rates. Despite the onshore migration of intertidal bars and berm formation, no net foreshore accretion took place during the field campaign. This was largely due to the formation of rip channels with strong rip currents cutting through the intertidal bars and the berm, which acted as a sediment drain in the profile. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献