燕山地区长城纪扇三角洲沉积

在燕山地区东部的滦县等地,太古代至早元古代结晶基底之上发育一套百余米厚的陆源粗碎屑沉积。长期以来,许多研究者将其与蓟县地区长城系近底部的陆相沉积地层对比,认为属于常州沟组。1980年,钱祥麟等经过系统的研究,提出这套地层为晚长城纪大红峪期的超覆沉积。此后,这套粗碎屑沉积的性质及其与盆地整体沉积环境系统的关系。一直未能确定。近年来,笔者为此进行了初步的沉积学研究,结果表明这套粗碎屑沉积与其上的碳酸盐沉积构成了较为典型的 Gilbert 型扇三角洲沉积相。该扇三角洲沉积的确立,为燕山地区中一晚元古代坳拉槽南东缘盆地界线的限定以及早期盆地拉张过程中的沉积充填方式的研究,提供了重要的依据。     

松辽盆地西部斜坡英台地区姚二、三段辫状河三角洲沉积特征研究

松辽地区西部斜坡英台地区姚家组二、三段,是在干旱一半干旱、源近流短、东倾陡坡背景下,在洪积扇前,由辫状河入湖形成的辫状河三角洲沉积。可明显区分出狭窄的辫状河三角洲平原,河口坝不太发育的辫状河三角洲前缘和夹浊积砂的辫状河前三角洲三种沉积亚相。辫状河三角洲平原由灰色含砾砂岩,粗、中砂岩,少量细砂岩,粉砂岩夹紫红色泥岩组成。具有明显的正韵律为特征。辫状河三角洲前缘沉积为灰色-绿灰色中、粗砂岩、细砂岩、少量的含砾砂岩,成正韵律或反韵律夹在灰绿色、灰黑色泥质岩中。辫状河前三角洲沉积多为灰绿色、灰黑色泥质岩,可夹少量砂质浊积岩。上述沉积特征明显地区别于正常河流三角洲沉积和扇三角洲沉积。     

珠江三角洲东部常平地区景观异质性研究

本文以１９８８年－１９９６年６个时段景观遥感类型图为主要信息源,利用信息熵法和空隙度指数法对珠江三角洲东部常平地区的景观异质性进行了研究。重点探讨了景观组分的空间分布差异和异质性动态变化情况。结果显示,开发区主要呈宏观异质性分布,果园,农田和林地呈微观异质性分布,城镇和水体的异质性分布特征均出现显著变化。     

Lower Pleistocene deltaic and marine sediments in boreholes from the central North Sea

Lower Pleistocene sediments recovered in boreholes from the Aberdeen Ground Formation in the central North Sea indicate that the unit was deposited in a delta front to prodelta/shallow, open shelf marine setting. Possible estuarine and clastic nearshore marine deposits have been identified on the western margin of the basin. The delta front sediments consist of interbedded, structureless to laminated sands and muds with organic debris, ferruginous nodules and common soft sediment deformation structures. Sporadic rippled and graded beds, basal scours to beds and starved ripples suggest periodic wave–current reworking. Prodelta/shelf marine sediments are predominantly argillaceous with only occasional thin sand beds and rare phosphatic bands. One exceptionally thick sand body or submarine channel-fill although this remains uncertain. The estuarine/clastic nearshore marine sediments include coarse channel-lag deposits and rippled and laminated subtidal sands. A rich microfossil assemblage recovered from the prodelta/shelf marine sequence indicates that deposition occurred under fluctuating climatic conditions.     

When are relative variograms useful in geostatistics?

The relative variogram has been employed as a tool for correcting a simple kind of nonstationarity, namely that in which local variance is proportional to local mean squared. In the past, this has been linked in a vague way to the lognormal distribution, although if {Z_t; t D}is strongly stationary and normal over a domain D,then clearly {exp (Z_t); t D}will stillbe stationary, but lognormal. The appropriate link is made in this article through a universal transformation principle. More general situations are considered, leading to the use of a scaled variogram.     

CLOBAL CHARM OF THE CHANGJIANG RIVER DELTA

1SPLENDOROFHISTORICALCULTURE InChina,theChangjiang(Yangtze)RiverDelta①gen-erallymeansanadvancedproductivityandculture,whichaffectsdeeplynotonlythewholeChinabutal-sotheAsian-Pacificregion,evenEuropeandAfrica. 1.1CradlefortheCommunicationandPropagationofCivilization ThedevelopmentcourseoftheChangjiangRiverDelta'scultureisdevious,buttheNeolithicHemuduCultureexcavatedinYuyaoCityofZhejiangProvinceindicatestheadvancedpaddyriceculture;MajiabangCulture5000aB.P.andEastBridgeRuin…     

黄河断流后三角洲(水上平原)的滑塌构造研究

黄河断流后三角洲 (水上平原 )上的滑塌构造非常发育,在分流河道中几乎随处可见,它们主要发育在边滩、心滩外缘、周缘或内部的水道中,还可以发育在河床上。滑塌作用形成了三种产物:滑塌壁或滑塌缝 滑塌体和滑塌碎块及滑塌变形基底。滑塌壁或滑塌缝按力学机制可能分为两种类型 一种是张性 另一种是剪性。滑塌壁或滑塌缝的规模不一,大者长度可超过十余米,甚至二十余米,小者长度只有 3～ 5cm 滑塌体规模差别也较大,大者高度可超过 1m,长度可达 3～ 4m 小者高度和长度仅数cm。通过观察发现,滑塌构造的产生与波浪的掏洗和流水冲蚀有关,与地震和斜坡滑动关系不大。黄河断流后在某些低洼河道积水成“湖”,“湖”水在风的作用下形成波浪。波浪不断拍击导致边滩、心滩产生滑塌,形成一系列相应的滑塌构造 再者,黄河断流后边滩、心滩广泛暴露,黄河三角洲地区降雨后使边滩、心滩和河床上汇集成径流,径流的冲蚀也可以形成一系列滑塌构造。有的滑塌构造被风成砂埋藏后很容易被何存下来,而充填滑塌缝之间的风成砂经成岩作用之后则有可能转变成砂岩岩墙。     

A conceptual model of depositional,rather than erosional,tidal channel development in the rapidly prograding Skagit River Delta (Washington,USA)

The origin and growth of blind tidal channels is generally considered to be an erosional process. This paper describes a contrasting depositional model for blind tidal channel origin and development in the Skagit River delta, Washington, USA. Chronological sequences of historical maps and photos spanning the last century show that as sediments accumulated at the river mouth, vegetation colonization created marsh islands that splintered the river into distributaries. The marsh islands coalesced when intervening distributary channels gradually narrowed and finally closed at the upstream end to form a blind tidal channel, or at mid‐length to form two blind tidal channels. Channel closure was probably often mediated through gradient reduction associated with marsh progradation and channel lengthening, coupled with large woody debris blockages. Blind tidal channel evolution from distributaries was common in the Skagit marshes from 1889 to the present, and it can account for the origin of very small modern blind tidal channels. The smallest observed distributary‐derived modern blind tidal channels have mean widths of 0·3 m, at the resolution limit of the modern orthophotographs. While channel initiation and persistence are similar processes in erosional systems, they are different processes in this depositional model. Once a channel is obstructed and isolated from distributary flow, only tidal flow remains and channel persistence becomes a function of tidal prism and tidal or wind/wave erosion. In rapidly prograding systems like the Skagit, blind tidal channel networks are probably inherited from the antecedent distributary network. Examination of large‐scale channel network geometry of such systems should therefore consider distributaries and blind tidal channels part of a common channel network and not entirely distinct elements of the system. Finally, managers of tidal habitat restoration projects generally assume an erosional model of tidal channel development. However, under circumstances conducive to progradation, depositional channel development may prevail instead. Copyright © 2006 John Wiley & Sons, Ltd.     

长江三角洲某地区浅层地下水单环芳烃污染特征及其原因分析

本文针对长江三角洲某地区3个城市(C市、W市、S市)浅层地下水的单环芳烃进行了研究。根据研究区水样分析数据,总结出该地区单环芳烃的污染特点和分布特征,然后从研究区污染源分布、单环芳烃的挥发性、研究区降水以及包气带的防护性能等角度探讨了浅层地下水单环芳烃污染形成的原因。研究表明,该区浅层地下水单环芳烃污染呈点状分布,污染范围不大;浅层地下水单环芳烃污染相对较轻而地表水污染严重。浅层地下水单环芳烃污染特征与研究区工业企业分布、单环芳烃的挥发特性、降水以及研究区包气带防污性能密切相关。浅层地下水单环芳烃污染和工业企业分布具有很好的一致性,有机污染物高浓度的检出点均分布在污染工厂附近,无明显污染源的地段,其浅层地下水水样无有机污染物检出;各检测单环芳烃组分的亨利常数均大于1.01×102Pa·m3·mol-1,所以挥发作用是其主要迁移机理,苯的柱试验表明,苯溶液浓度从1079.0μg/L降低至6.9μg/L仅需26天;研究区包气带为河湖三角洲沉积相的淤泥质粘土,粘粒含量大,粘土矿物含量也很高,富含有机质,其含量大都在1.0%以上,此类土壤具有高的吸附能力,阻滞了污染物向浅层地下水迁移;降雨时浅层地下水中单环芳烃检出率和检出浓度都较高。4种因素综合,使得研究区浅层地下水单环芳烃呈现污染程度轻、分布零散、污染分布范围小的特点。     

长武地区三角洲前缘短期基准面旋回与储层成因特征

长武地区延长组78、油组三角洲前缘储集砂体,按成因可分为三大类5种类型,各种类型砂体的成因明显受基准面升降、可容纳空间和沉积物补给量之间变化关系的影响。在基准面上升过程中,可容纳空间/沉积物补给量的比值对砂体成因特征的控制作用主要表现为:小于l时,以截削式河道砂体为主;大于1时,则为完整式河道砂岩。在基准面下降过程中,可容纳空间/沉积物补给量小于l时,以孤立式河口坝砂体为主;大于1时,则以远砂坝砂体为主;在水下坡折带沉积区,则为复合式坝砂体。基准面升降过程中,短期基准面旋回的规律性变化,影响着不同成因的砂体类型的分布特点。