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1.
文章基于天津滨海新区54个典型地质钻孔和860余个工程地质钻孔资料的分析,通过钻孔联合剖面和砂体厚度统计,研究了滨海新区全新世古河道分布和演化的特征。结果表明,在全新世时期发育3期古河道,陆相古河道为曲流河河道带,海相古河道为三角洲水下分支河道及分支河口砂坝。其中,全新世中期又分为3个亚期,与渤海湾西岸全新世时期海进和海退作用过程密切相关;埋深25 m内的浅埋古河道分为蓟运河、海河和古黄河三个系统,古河道的形成明显受海平面变化和气候变化的影响。  相似文献   

2.
论华北平原的黄河古水系   总被引:3,自引:0,他引:3  
为合理开发利用地下水及水资料调蓄,通过物探、钻探及室内分析数据,对华北平原埋深20~35m的数条SW-NE向砂带进行了研究。该砂带具有许多河流相沉积标志,从分布格局、重矿物组合、砂带规模、古生物化石和^14C测年看,该带是末次盛冰期-早全新世形成的黄河古河道带。它切割了末次冰期间冰段棕红色粘土,形成了切割谷。谷内堆积了末次盛冰期--早全新世砂砾石,后又被中全新世淤泥质粘土掩埋而成为埋藏古河道带。它  相似文献   

3.
福建沿海全新世地层 ,主要分布在沿海地区 级阶地上。裸露地表一般为晚全新世沉积、洪积、冲积、冲洪积层 ;中、早全新世地层多被晚全新世地层覆盖 ,很少裸露地表。根据东山 ZK51孔揭穿的全新世地层中鉴定的微体古生物、孢子花粉、14 C同位素年龄测试结果 ,结合宏观资料进行分析对比 ,将全新世地层划为晚、中、早全新世。晚、中全新世地层的分界经 14 C同位素年龄测试 ,距今 2 56 0± 90 a;中、早全新世地层分界经 14 C同位素年龄测试 ,距今 896 0± 2 4 0 a。这些测试结果 ,与目前国内外对全新世地层划分十分接近。进将中、早全新世地层均划分为 a、b两段。中全新世地层以小泡虫、泡抱球虫组合和喜暖的底有孔虫组合为特征 ,而且经 14 C同位素年龄测试 ,距今 4 310± 110 a,前者为 Q2 ah 、后者为 Q2 bh ;早全新世以冷水面颊虫组合和小泡虫组合为特征 ,将前者划为 Q1ah ,后者划为 Q1bh 。可与欧洲前北方期、北方期和大西洋期、亚北方期进行对比。  相似文献   

4.
黄河古河道的分布及其年代学框架的建立对于探讨黄河迁移规律、重建古气候演化历史具有重要意义。通过Landsat8遥感影像解译、1∶5万野外地质地貌调查、钻孔资料分析,结合剖面实测基本判定了色尔腾山以南至现代黄河以北河套平原区黄河埋藏古河道的分布,,采用OSL与14C测年较精确地确定了黄河古河道的年代。依据年代学研究结果,将全新世黄河古河道划分为三期:Ⅰ期古河道,分南北两支,南支分布在复兴镇西北部,埋深2~6 m,北支分布于呼勒斯太中南部,埋深8.2~9 m,时代为9.93~7.4 ka B.P.;Ⅱ期古河道,河道主体分布在色尔腾山山前,呈北西─南东向,埋藏于现今乌加河古河道下部4~11m处,南北最宽处约1.5km。塔尔湖区存在同一期的古河道,埋深7~9 m,以东西向展布为主,时代为7.4~4.1 ka B.P.;Ⅲ期古河道,呼勒斯太中部、塔尔湖中南部及复兴南部都曾发育,但河道主体为塔尔湖区的古河道,埋深2~9 m,时代为4.1~1.2 ka B.P.。黄河古河道分布及时代确定有助于更深入地研究黄河在河套段演化历史,为河套地区的水利建设和农业生产提供参考和借鉴。  相似文献   

5.
以54个浅层新钻孔和多个野外露头为研究对象,综合沉积物粒度、薄片、微体古生物、孢粉、14C测年及静力触探等资料,分析了鲁北平原晚第四纪的地层结构和沉积类型,总结了晚更新世晚期以来的沉积演化。研究表明,末次冰期盛冰期到冰后期,受地势、气候条件控制的黄河河道迁移和海水进退是影响地层结构和沉积特征的主要因素,南北地层结构差异明显,发育古河道、湖沼、黄土、三角洲、潮坪和滨浅海等沉积类型,其中古河道分布面积最广,自下而上可划分为三期。晚更新世晚期至早全新世早期,受干冷气候影响,发育第Ⅰ期古河道,小清河以南沉积黄土层;早全新世晚期至中全新世,气候转暖导致海平面升高,沿海地区形成海侵层和三角洲,内陆地区继承性发育第Ⅱ期古河道和湖沼沉积;中全新世末期或晚全新世以来,受黄河泛滥影响,沉积第Ⅲ期古河道和现代黄河三角洲。地层结构和沉积物分布的研究对于分析地下水位的变化规律,以及选择合适的地震激发层等均有重要的指导意义。  相似文献   

6.
【研究目的】为了规范雄安新区工程地质层组划分,构建三维工程地质结构模型,更好地进行工程地质与岩土工程资料交流与利用。【研究方法】本文以雄安新区工程地质调查资料为基础,阐述了雄安新区第四纪地层特征,进行了工程地质分区,划分了100 m以浅地层工程地质层组,分析了各层组的空间分布规律及其工程特性;构建了三维工程地质结构模型,探讨了其在城市规划建设中的应用。【研究结果】雄安新区全新世地层底板埋深一般7~16 m,晚更新世地层底板埋深一般50~60 m,中更新世地层底板埋深一般70~80 m,早更新世地层底板埋深约140~190 m;可将雄安新区工程地质区划分为冲积—洪积平原工程地质亚区、冲积—湖积平原工程地质亚区和冲积平原工程地质亚区;100 m深度范围内地层可划分18个工程地质层组,其中(1)~(4)层为全新统(Qh),(5)~I1层为上更新统(Qp3),I2~I5层为中更新统(Qp2),I6~I8层为下更新统(Qp1),构建了研究区三维...  相似文献   

7.
杨树彪 《江苏地质》2015,39(4):678-685
基于大量的实测数据,对上海地区200 m以浅的松散地层温度进行了研究,认为上海地区松散层温度在垂向上分带明显、规律性好,通常可分为变温带、恒温带、增温带。变温带底面埋深一般为13.3 m,其温度受气候影响明显;恒温带深度范围一般为14~23 m,平均温度17.9 ℃;200 m以浅地层温度增温率一般为3.03 ℃。通过变温带随时间的变化规律分析了地层的导热性能,最后对影响地层温度的主要因素进行了分析。  相似文献   

8.
潜水是上海地区浅层地下水资源。赋存在第四系全新统地层之中。埋深在1~40米不等。按其成因类型可分为全新世晚期(Q_4~3)河口——滨海相潜水,全新世晚期滨海相潜水,全新世早期(Q_4~1)河口——滨海相微承压——潜水。皆属孔隙潜水,分布广泛,富水性分为三级:100~500立方米/日;10~100立方米/日;<10立方米/日。渗透系数(K)在0.01~4.00米/日,一般<1.0米/日。导水系数(T)为0.02~26.7米~2/日,其中三分之二小于  相似文献   

9.
通过对江苏兴化ZK10孔岩石地层、生物地层、磁性地层及年代地层的研究,确定了该孔第四纪年代地层序列:1第四纪底界置于松山/高斯极性世分界处,埋深212m,距今2.58Ma。下更新统包括五队镇组下段、中段及上段的中下部,对应孢粉组合Ⅰ-1和Ⅰ-2。2早、中更新世界线与布容/松山极性世界线吻合,距今0.78Ma,埋深约120m,位于孢粉Ⅰ-2与Ⅱ带的分界处。中更新统包括五队镇组上段顶部、小腰庄组下段及上段的中下部。五队镇组是包含下、中更新统的跨时岩石地层单位。3中、晚更新世界线埋深81.5m,120ka BP左右,置于孢粉带Ⅱ与Ⅲ-1的分界处,与小腰庄组和灌南组分界线基本吻合。上更新统包括小腰庄组上段上部及灌南组。小腰庄组是包含中、上更新统的跨时地层单位。上更新统包括Ⅲ-1、Ⅲ-2、Ⅳ和Ⅴ孢粉带。4晚更新世与全新世界线埋深12.25m,距今10ka BP左右,位于Ⅴ与Ⅵ孢粉带分界处。全新统为淤尖组,对应孢粉Ⅵ带。  相似文献   

10.
上海市杭州湾岸带全新世沉积层的岩性、岩相,不但在埋深自深而浅的纵剖面方向上存在着明显的分带性、而且在东西向的横剖面方向上,也存在着明显的分带性,且更具特色,概述如下:(一)全新世早期沉积物(埋深18~30米)东部沉积物为颗粒组份较细的滨海相灰色软粘土。向西海水渐浅,沉积物颗粒组份增粗。其下部以滨海~浅滩相灰色软亚粘土夹粉砂层为主。其上部沉积物以滨海沼泽相褐灰色  相似文献   

11.
曹光杰  于磊  张学勤 《地球学报》2019,40(3):417-427
选择沂河中游段作为研究河段。根据芭山橡胶坝、北社橡胶坝、沂水县南王庄沂河大桥、336省道(S336)沂河大桥、沂南县澳柯玛沂河大桥的钻孔资料,绘制了5个断面沂河古河槽地质剖面图。在洙阳村附近沂河断面进行了电测法物探,根据钻探验证结果对物探测量的沉积层厚度进行了校正,绘制了洙阳村附近沂河断面古河槽地质剖面图。在洙阳村附近沂河两岸,澳柯玛沂河大桥附近沂河西岸,挖掘剖面采集了光释光(OSL)年代样品,在中国科学院青海盐湖研究所、南京师范大学光释光实验室进行了测试,获得了15个年代结果。选择澳柯玛沂河大桥附近剖面,用河相关系法计算了末次冰期最盛期(LGM)、晚冰期(约12 000 aB.P.)和全新世中期(约7 000 aB.P.)的古流量。结论认为,沂河现在河床下方的基岩河槽为末次冰期最盛期的古河槽,古河道纵比降较大;古河槽宽深比大,河槽宽浅,属于砾石河床分汊型;澳柯玛沂河大桥断面,末次冰期最盛期、晚冰期、全新世中期古流量分别约为17 m~3/s、20 m~3/s、30 m~3/s。  相似文献   

12.
Detailed fieldwork and new extensive 14C dating of residual channel infillings provide data for the reconstruction of the Late‐glacial channel downcutting and incision history of the Venlo–Boxmeer lower reach of the River Meuse (= Maas) in the southern Netherlands. Within a period of 500–1300 yr after Late‐glacial climatic amelioration, the Meuse responded to increased discharges and decreased sediment supply by adjusting the width/depth ratio of its channels. Two main phases of channel downcutting are followed by two main phases of floodplain lowering and narrowing, indicating net floodplain degradation by the fluvial system as a non‐linear response to Late‐glacial and Early Holocene climate change. Some 1300 yr after initial late‐glacial warming, channels downcut rapidly during the Early Bølling (13.3–12.5 kyr BP) and adopted a high‐sinuosity meandering style. Channel downcutting paused around 11.9 kyr BP, possibly in response to rising groundwater levels and/or the Older Dryas cooling event. Between 11.9 and 11.3 kyr BP a new floodplain was formed. Then, lateral erosion took place and initiated a first phase of 2.6 m floodplain lowering during the Late Allerød. Gradual climate deterioration during the Allerød progressively broke up soils and vegetation cover, from 11.3 to 10.9 kyr BP. The Meuse gradually adjusted to an increased ratio of sediment supply over transport capacity through higher width/depth ratios. Main channels became shallower and adopted a low‐sinuosity pattern, finally culminating in a braided river system during the Younger Dryas. The final Holocene warming resulted, within 500 yr, in renewed rapid channel downcutting by a single low‐sinuosity channel during the Early Preboreal, followed by a second phase of 1.8–2.8 m floodplain lowering. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

13.
The upper reaches of the Minjiang River are in the eastern margin of the Tibetan Plateau, where active faults are well developed and earthquakes frequently occur. Anomalous climate change and the extremely complex geomechanical properties of rock and soil have resulted in a number of geohazards. Based on the analysis of remote sensing interpretations, geological field surveys, geophysical prospecting and geological dating results, this paper discusses the developmental characteristics of the Gamisi ancient landslide in Songpan County, Sichuan Province, and investigates its geological age and formation mechanism. This study finds that the Gamisi ancient landslide is in the periglacial region of the Minshan Mountain and formed approximately 25 ka BP. The landslide initiation zone has a collapse and slide zone of approximately 22.65×106–31.7×106 m3 and shows a maximum sliding distance of approximately 1.42 km, with an elevation difference of approximately 310 m between the back wall of the landslide and the leading edge of the accumulation area. The landslide movement was characterized by a high speed and long runout. During the sliding process, the landslide body eroded and dammed the ancient Minjiang River valley. The ancient river channel was buried 30-60 m below the surface of the landslide accumulation area. Geophysical prospecting and drilling observations revealed that the ancient riverbed was approximately 80-100 m thick. After the dam broke, the Minjiang River was migrated to the current channel at the leading edge of the landslide. The Gamisi ancient landslide was greatly affected by the regional crustal uplift, topography, geomorphology and paleoclimatic change. The combined action of periglacial karstification and climate change caused the limestone at the rear edge of the landslide fractured, thus providing a lithological foundation for landslide occurrence. Intense tectonic activity along the Minjiang Fault, which runs through the middle and trailing parts of the Gamisi ancient landslide, may have been the main factor inducing landsliding. Studying the Gamisi ancient landslide is of great significance for investigating the regional response to paleoclimatic change and geomorphologic evolution of the Minjiang Fault since the late Pleistocene and for disaster prevention and mitigation.  相似文献   

14.
雅鲁藏布江大拐弯附近晚更新世末次冰期—全新世发育多期次泥石流, 组合形成了现代大规模扇形堆积体。以派镇蹦嘎沟泥石流为例, 采用地面调查、钻孔及14C测年等方法, 研究泥石流形成年代序列、堆积深度、冲出范围等特征, 分析结果表明: 现代蹦嘎沟依然有小规模的支沟泥石流发育且广泛堆积于沟道内, 现存堆积扇区域尚未发现泥石流堆积; 距今8500年左右为蹦噶沟全新世泥石流活跃期, 单期次累积堆积深度约10.9 m; 滨湖浅水相沉积(河流相)形成的浅灰色粉细砂中的两处碳样表明雅鲁藏布江现代河床在40~100年左右沉积深度约0.4 m, 年平均沉积速率4~10 mm; 海拔2906.1~2896.7 m及2849.4~2848.2 m处钻孔依次揭露厚度为9.4 m和1.2 m饼状青灰色粉质黏土, 推测发生两次堵江事件。上述结果可为该区域全新世以来泥石流活动性特征研究提供参考。   相似文献   

15.
http://www.sciencedirect.com/science/article/pii/S1674987111001356   总被引:1,自引:0,他引:1  
A total of 103 surface sediment samples collected from the water depth range of 15—3300 m along Vijaydurg-Karwar stretch of central west coast of India were analyzed for foraminiferal content. Relict benthic foraminiferal assemblage was noted within 50—135 m water depth.The relict benthic foraminiferal assemblage that includes Amphistegina,Operculum and Alveolinetta in sediment samples within the water depth of 85—135 m indicates presence of coral reef at this depth during Early Holocene. The presence of barnacle fouling on Relict foraminifera at 60—90 m confirms the paleo-shoreline. The shallow depth zone is characterized by presence of agglutinated relict foraminifera.The agglutinated forms indicate freshwater influx,which eventually increased the sea level and subsequently deteriorated the paleo-coral reef.  相似文献   

16.
雄巴古滑坡位于西藏贡觉金沙江右岸、金沙江活动构造带内,该区地形地貌和地质构造极为复杂,多高山峡谷且河流纵坡降大,岩体结构破碎,发育一系列大型、巨型古滑坡和斜坡变形体。通过遥感解译和现场调查,认为雄巴古滑坡堆积体方量为2.6×10 8~6.0×10 8 m 3,为地质历史上形成的巨型古滑坡。雄巴古滑坡在平面上有滑坡滑源区和滑坡堆积区2个大的区域,其中滑坡堆积区又分为相对稳定区和前缘强变形区。滑坡体上2个深孔钻探资料揭露雄巴古滑坡主要发育2级深层蠕变滑带,其中第一级滑带埋深51 m(ZK1孔)至55 m(ZK2孔),第二级滑带埋深101 m(ZK1孔)至115 m(ZK2孔),坡体内发育的深层承压水对斜坡稳定性影响较大。雄巴古滑坡的形成受地层岩性、断裂构造、降雨和河流侵蚀等作用影响强烈,目前仍处于深层蠕滑中;其深层“锁固段”对滑坡的稳定性起关键控制作用,但在降雨-地下水渗流、河流侵蚀和地震等因素作用下,该古滑坡潜在失稳可能性较大,并有形成堰塞金沙江、溃坝、洪水等灾害链的风险。  相似文献   

17.
The Sanyangzhuang site, Henan Province, China, has a 12‐m‐deep stratigraphic sequence with remains from the Tang (A.D. 618–907), late Western Han (ca. 140 B.C.–A.D. 23), Warring States (475–221 B.C.), Late Neolithic or Early Bronze Age (ca. 5000–1500 B.C.), Middle Holocene, and Early Holocene times. All of the paleosols are deeply buried. We investigate four issues relevant to the archaeology of the lower Yellow River Valley. First, we confirm that the Yellow River flowed north toward Bohai Bay throughout most of the Holocene. Second, we expand understanding of Holocene paleoenvironments. Long episodes of landscape stability punctuated by brief periods of Yellow River flooding represent the dominant environmental pattern. Third, we investigate how the complex relationships between climate, culture, and the environment affect Yellow River flooding, which in turn shapes Chinese civilization and history. Flooding in late Western Han times affected a vast area of north‐central China; this catastrophe contributed to the downfall of the late Western Han Dynasty. Finally, this research sheds light on the role of Yellow River alluviation in site burial and preservation. Rapid alluviation in the region has buried many archaeological sites. Settlement pattern research needs to take seriously the limitations placed on site visibility in quickly aggrading floodplains. However, gentle alluviation has also preserved settlements and entire landscapes providing unparalleled opportunities to explore the archaeological and historical record of the lower Yellow River Valley.  相似文献   

18.
以珠江口盆地白云凹陷钻井、测井、地震和古生物资料为基础,结合前人研究成果,系统的分析了白云凹陷晚渐新统到早中新统沉积相发育特征及凹陷沉积充填演化过程。研究结果表明,珠海组下部发育大型陆架边缘三角洲沉积,地震反射特征表明该三角洲发育三期;钻遇水下分支河道、支流间湾、河口坝及远砂坝微相,沉积物以富砂为特征,发育冲刷-充填构造、递变层理及较粗的水平潜穴等多种构造;珠海组上部为浅海相,沉积物以海相砂泥岩互层为主,此时期陆架坡折带位于白云凹陷南坡;珠江组沉积时期,海平面升降旋回频繁,陆架坡折带迁至凹陷北坡。随着古珠江流域扩大,沉积物输入量增加,在珠江组下部发育了深水扇,沉积物以细-粗砂岩为主,夹少量粉砂岩及深海泥岩,发育颗粒流、液化流、浊流及碎屑流等四种主要的重力流,钻遇内扇水道,中扇废弃水道及水道间漫溢沉积,外扇深海泥沉积;珠江组上部为半深海相,沉积物以深海泥岩为主。   相似文献   

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