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1.
渤海湾全新世贝壳堤:时空分布和海面变化标志点   总被引:4,自引:3,他引:1  
苏盛伟  商志文  王福  王宏 《地质通报》2011,30(9):1382-1395
以他人和本研究小组对渤海湾西岸贝壳堤平原的全新世贝壳堤研究为基础,重新考订了贝壳堤的底板形态,发现底板多向海倾斜,经多处水准测量获得的前、后缘底板平均高差为1m。堤底板的前、后缘位于形成时的平均大潮潮差的垂直范围内。底板的高差,或依实测值、或依高差平均值补足至1m,由此确定底板的高度误差范围。当对应当时的平均大潮差时,再进一步补足至±1.5m的垂直范围,堤底板遂成为海面变化标志点。经过对96个14C数据的考订,补正了贝壳堤的时空分布,重新肯定了Ⅱ堤的2道支堤和隋唐堤的存在,提出Ⅰ堤二分的可能,揭示了风暴潮再搬运造成的Ⅰ堤中部老于下部—底部的年龄倒置原因。该研究是重建贝壳堤平原全新世相对海面变化曲线、探讨贝壳堤与气候变化关系的基础。  相似文献   

2.
渤海湾全新世贝壳堤与牡蛎礁:古气候与海面变化   总被引:6,自引:3,他引:3  
讨论了早全新世晚期以来渤海湾西岸贝壳堤平原成堤、西北岸牡蛎礁平原(及毗邻浅海区)建礁过程的同时性特征和气候变化与这一特征之间的关系,以及堤、礁记录的相对海面变化。堤、礁大致同时发育,可分为6期,依次分别被寒冷事件5、4、3、2和1分隔。堤底板前、后缘高差大致对应3m的大潮差、礁顶板大致对应海平面。据二者分别重建了南部贝壳堤平原、北部牡蛎礁平原的相对海面变化:南部自7ka cal BP以来基本与现代海平面等高,小的波动在±1m之间,压实固结作用抵消了中全新世的相对高海面;北部中全新世的相对海平面位置因新构造和固结压实双重下沉作用的影响,已位于现代海平面2~3m以下。  相似文献   

3.
根据中国沿海全新世海进海退时代的一致性及对渤海沿岸平原、苏北平原和长江三角洲平原的牡蝠礁、贝壳堤底板和海侵层项板等古海面标志物的高程、年代及其与古海面关系的分析对比,消除了地壳运动的影响。本文认为中国沿海全新世中期5000-7000aBp存在着+ 2~+3m的高海平面,它是当时全球温暖气侯通过海水温度—体积效应造成的全球平均海平面变化(eustatic change )的反映;同时区域大地水准面的垂直变化和水平移动对海平面的影响值得深人研究;此外大陆径流量,沿海降水量季及风环流的变化也可能对沿海海平面产生过一定影响。  相似文献   

4.
根据中国沿海全新世海进海退时代的一致性及对渤海沿岸平原、苏北平原和长江三角洲平原的牡蛎礁、贝壳堤底板和海侵层项板等古海面标志物的高程、年代及其与古海面关系的分析对比,消除了地壳运动的影响。本文认为中国沿海全新世中期5000—7000aBp存在着+2—+3m的高海平面,它是当时全球温暖气候通过海水温度—体积效应造成的全球平均海平面变化(eustatic change)的反映;同时区域大地水准面的垂直变化和水平移动对海平面的影响值得深入研究;此外大陆径流量,沿海降水量季及风环流的变化也可能对沿海海平面产生过一定影响。  相似文献   

5.
渤海湾西岸年轻贝壳堤:形态,结构及多成因过程   总被引:13,自引:0,他引:13  
王宏  李建芬 《地质论评》2000,46(3):276-287
渤海湾西岸年轻贝壳堤的横截面呈上凸形态,堤的底板向海倾斜。年轻贝壳堤可分为底部-下部(前缘基足)、中部和上部三部分。底部-下部为形成于水不的(潮间带至 下带上部)贝屑质砂坝。中部为障壁岛,岛后为泻湖环境;当岛后泥质充填迅速时,障壁岛可转化为沿岸堤。上部为风成沙丘。水下砂坝→障壁岛→沿岩堤→风成沙丘反映了贝壳堤多成因的、复杂的形成过程。障壁岛-泻湖体系是渤海湾西岸沿海平原形成的重要因素。  相似文献   

6.
渤海湾沿岸贝壳堤对潮滩有孔虫海面变化指示意义的影响   总被引:1,自引:1,他引:0  
通过对渤海湾沿岸有贝壳堤发育和无贝壳堤发育的2类现代开放潮滩有孔虫组合的对比,研究了该2类潮滩环境沉积物中有孔虫的海面指示意义。5个有孔虫组合带被MHWST(平均大潮高潮位)、MHW(平均高潮位)、MHWNT(平均大潮低潮位)和MSL(平均海面)分隔,分别对应潮滩的高盐沼、低盐沼、潮间带上部、潮间带中上部和潮间带中下部5个不同亚环境。不同亚环境沉积物因其所含的有孔虫群的独特性,均可作为高精度海面标志物,误差为各亚带高差的1/2。沿岸贝壳堤可对潮滩有孔虫的属种组成产生影响,影响程度从高潮位向低潮位逐渐降低。在MHWNT潮位之下,有孔虫组合不再受到沿岸贝壳堤的影响。  相似文献   

7.
悬挂式防渗墙是当前堤防加固工程中选用较多的一种堤基防渗方式。但由于悬挂式防渗墙未贯穿整个透水层,地下水可以通过防渗墙的底脚进行绕渗。绕渗量的大小与防渗墙的深度以及所在地层的渗透性相关。选用解析法,运用达西定律和等效渗透原理计算了松花江水位变化条件下,通过群力堤防渗墙非均质地层的渗流量,分析了悬挂式防渗墙深度与渗流量大小的相关关系。研究结果表明:不同方案下堤后排水系统的渗流量相差较大,当悬挂式防渗墙深度在16~24m,松花江处于洪水位,堤后强渗层底板高程为115.50m时渗流量最大,为3 202.8~3 639.7m3/d。研究结果不仅能够为工程建设提供参考,同时为更全面、合理地评价悬挂式防渗墙的效果提供理论支撑。  相似文献   

8.
地质学(古环境重建与AMS14C测年)和考古学研究,发现了位于渤海湾西岸距现代岸线仅5km的大港穿港路采土场贝壳质河口沙坝海滩层上的、具海水捕捞特征的西汉先民短暂居停遗址,及其上覆的、持续约700~800年的1.6m厚海相层。这是渤海湾西岸迄今所发现的距现代海岸线最近的、被海相层覆盖的西汉先民用海遗址。全新世中期海退以来,渤海湾西岸至少有5道主要的贝壳堤——岭地古海岸线,它们的初始年龄分别是6.6~6.2ka cal BP、5.5 ka cal BP、3.3 ka cal BP、2.4~2 ka cal BP和0.9ka cal BP(即4650~4250 BC、3550 BC、1350 BC、450~50 BC和1050 AD)。每一道堤——岭岸线在其形成发育期,均构成当时的海、陆界线:界线向海一侧是古海区、向陆一侧是高水头海水影响的低地。上古林——齐家阜堤——岭岸线形成于战国——西汉时期,岸线后的大面积洼地直至东晋——北魏时期曾频繁地被高水头海水淹浸,穿港路西汉遗址则直接被海相层覆盖,二者共同为"西汉海侵说"提供了地质学证据。  相似文献   

9.
渤海湾西岸第二道贝壳堤的细分及其年龄序列   总被引:9,自引:0,他引:9  
渤海湾西岸贝壳堤平原的第二道贝壳堤(II堤)在上古林可进一步划分为被泻湖盐沼沉积物所分隔的两道大致平行、互不相连的堤(II1、II2堤)。以系统的14C年代学研究为基础,在II贝壳堤的下部或底部、下伏地层顶部及相邻的泥质沉积物的合适层位获得一批经过校正的14C年龄。II1堤和II2堤的起止时间分别约为公元前10~5世纪、公元前3世纪—3世纪。  相似文献   

10.
渤海湾西岸贝壳堤堆积与海陆相互作用*   总被引:5,自引:3,他引:2  
渤海湾西岸淤泥质海岸已见两类砂体,滨外坝先形成于水下,而后随着海岸进积和在海洋动力作用下,逐渐出露于潮间带和陆地上; 另一种普遍出现的是具沿岸堤意义的贝壳堤,而且是在海岸进入弱侵蚀期即形成。研究发现,在海岸进积和海-陆相对稳定条件下,海岸线附近中潮坪-高潮坪受向岸风和波浪作用也可形成雏形贝壳堤砂体。目前研究区海岸上的贝壳堆积有3类,即:风暴潮堆积的沿岸堤型贝壳堤,主要堆积在中潮坪-高潮坪-滨海低平原上; 潮沟~潮汐河道型"贝壳堤",为潮汐河口湾顶或潮道外侧风暴贝壳堆积(自潮汐通道水下堆积延续到低地); 以及沿海低平原在大潮或风暴潮天气背景下出现的无序贝壳堆积。贝壳堤堆积既有风暴潮大浪瞬时、高能幕式堆积,又有大浪、向岸风综合作用下堆积的可能,贝壳测年及贝壳堤层序表明其形成是复杂的再堆积过程,不宜解释为海平面变化。在三角洲不均衡推进过程中,有可能形成不规则的海岸线,向岸风浪对不同地貌岸段的作用,可导致形成并非与现代海岸线平行的贝壳堤。贝壳堤术语的随意使用,已经造成海岸线变迁研究的简单化。严格使用沿岸堤的贝壳堤概念,可进一步划分三角洲叶瓣变迁,但是事件堆积必须剔除。将贝壳堤的研究与三角洲顶面泥炭测年相结合,可能更精确重塑海岸形成过程。  相似文献   

11.
现代珠江三角洲地区QZK4孔第四纪沉积年代   总被引:2,自引:2,他引:0  
在地质环境变迁迅速的现代珠江三角洲地区,对于第四纪沉积的年代存在多种认识。结合南中国海的海平面变化记录,通过AMS14C和光释光测年发现,珠江三角洲腹地QZK4孔第四纪岩心底部最老年龄约为43.71ka BP。岩心记录的第四纪环境对南中国海海平面变化有着良好的响应:岩心下部陆相河流沉积和暴露风化层发育于末次冰期至早全新世的低海平面时期,上部滨海—河口湾沉积发育于早中全新世以来的高海平面时期。根据钻孔岩心的环境分析,推测现代珠江三角洲地区第四纪的底界可能较本钻孔记录的更老。  相似文献   

12.
渤海湾西北岸大吴庄牡蛎礁是近年来研究程度最高的礁体,天津空港物流中心牡蛎礁则是近年来新发现的礁体。该两处礁体上部的牡蛎个体内部充填的泥、个体之间的泥以及礁体上覆沉积泥层中的硅藻研究表明,礁顶上下(即礁体的上部-顶部和上覆沉积泥层的下部)均富含潮间带环境指示种的Auliscus caelatus,表明礁体发育后期和上覆沉积泥层的初期,均为潮间带环境。尽管如此,从礁顶向上覆沉积泥层转换方式在两处礁体却不相同:(1)大吴庄:Auliscus caelatus种向上逐渐减少,暗示着大吴庄剖面由礁体上部的潮间带中上部、直至上覆沉积泥层下部的潮间带上部、进一步向上覆沉积泥层上部的潮上带转化的趋势。(2)空港:牡蛎礁上覆沉积泥层出现了比例达6%~23%的河口咸水-半咸水种Achnanches brevipes,而下伏礁体内则未见该种,暗示此处泥层受河口作用显著影响。此种不同揭示了礁体停止发育的原因有所不同:在5 520cal BP时,大吴庄礁顶进入潮间带中上部,礁体经常脱离海水而发育停止;在约4 000 cal BP时,空港礁体所在位置因河流作用突然增强,在时间上看很可能是黄河改道在天津入海,古黄河携带大量泥砂入海,掩盖了潮间带的牡蛎礁而导致牡蛎礁发育停止。  相似文献   

13.
王宏 《第四纪研究》2003,23(4):393-403
渤海湾泥质海岸带国土资源大调查以其特有的方法、手段和要求,获得了一批带有地质调查特点的、关于全新世地层与近现代地质环境变化的阶段性成果,主要包括:1)该地区海岸带全新世地层具有4种沉积类型:(A)远离海岸的传统的"三分"型;(B)海相层与陆(海陆过渡)相层的多次交替;(C)末次冰期后期未接受沉积,全新统半咸水的海陆过渡相直接覆于历时约10~20ka的沉积间断面上,向上,进一步发育为海相层;(D)沿海低洼地区在末次盛冰期后的晚更新世晚期即已进入海侵阶段,晚更新世晚期与全新世早期的海陆过渡相沉积是连续的,向上继续发育海相层.2)从以海水影响为主的开放潮坪(及浅海区)环境转变为(陆源影响逐渐加强的)湖-盐沼环境,是研究区中晚全新世地质环境转变的重要特征,建立了表征这两种不同环境的非正式地层单位("灰色单元"与"黄色单元").3)牡蛎礁与贝壳堤的对比方案,以牡蛎礁对应潮坪的贝类繁盛期,牡蛎礁中的水平再搬运夹层和/或上覆泥质盖层(往往形成"岭地")对应贝壳堤成堤.4)大比例尺区调地质点(浅孔)揭示了中晚全新世(近现代)地质环境变化,编绘出约4500calB.P.以来小于1ka时段的二维、假三维环境系列图.一个实例是Ⅱ贝壳堤向陆侧的洼地甚至早于该堤的形成,推测洼地边缘的NNW向的埋藏线性凸起可能受同一方向的新构造活动控制.5)渤海湾沿海平原线性砂坝(障壁岛)-湖/盐沼成因假说.作为堆积贝壳堤正地形的补偿,堤前因"簸选"贝壳导致的潮坪负地形,同样可发育湖沉积.6)210pb/137Cs测年研究提供了该地区现代沉积速率的初步结果(<0.1cm/a或>3cm/a不等),据此将海岸带划分为不同的沉积类型区.  相似文献   

14.
Sediments exposed at low tide on the transgressive, hypertidal (>6 m tidal range) Waterside Beach, New Brunswick, Canada permit the scrutiny of sedimentary structures and textures that develop at water depths equivalent to the upper and lower shoreface. Waterside Beach sediments are grouped into eleven sedimentologically distinct deposits that represent three depositional environments: (1) sandy foreshore and shoreface; (2) tidal‐creek braid‐plain and delta; and, (3) wave‐formed gravel and sand bars, and associated deposits. The sandy foreshore and shoreface depositional environment encompasses the backshore; moderately dipping beachface; and a shallowly seaward‐dipping terrace of sandy middle and lower intertidal, and muddy sub‐tidal sediments. Intertidal sediments reworked and deposited by tidal creeks comprise the tidal‐creek braid plain and delta. Wave‐formed sand and gravel bars and associated deposits include: sediment sourced from low‐amplitude, unstable sand bars; gravel deposited from large (up to 5·5 m high, 800 m long), landward‐migrating gravel bars; and zones of mud deposition developed on the landward side of the gravel bars. The relationship between the gravel bars and mud deposits, and between mud‐laden sea water and beach gravels provides mechanisms for the deposition of mud beds, and muddy clast‐ and matrix‐supported conglomerates in ancient conglomeratic successions. Idealized sections are presented as analogues for ancient conglomerates deposited in transgressive systems. Where tidal creeks do not influence sedimentation on the beach, the preserved sequence consists of a gravel lag overlain by increasingly finer‐grained shoreface sediments. Conversely, where tidal creeks debouch onto the beach, erosion of the underlying salt marsh results in deposition of a thicker, more complex beach succession. The thickness of this package is controlled by tidal range, sedimentation rate, and rate of transgression. The tidal‐creek influenced succession comprises repeated sequences of: a thin mud bed overlain by muddy conglomerate, sandy conglomerate, a coarse lag, and capped by trough cross‐bedded sand and gravel.  相似文献   

15.
The leeward fringing reef at Fantome Island (central Great Barrier Reef province) is a carbonate body which has developed under the influence of terrigenous sedimentation. The reef flat is up to 1000 m wide and is surfaced by mobile sand and gravel, with almost all live corals restricted to the seaward rim. The reef slope has coral columns and heads on the upper part, but below 5 m water depth it is a muddy substrate with scattered mounds of branching corals. Three high recovery cores show the reef is up to 10 m thick and developed over a gently sloping terrace of weathered Pleistocene alluvium. Three post-glacial stratigraphic units are recognised: (1) carbonate reef top unit of coral rudstone and framestone including Sinularia spiculite; (2) lower slope unit of coral floatstone in a terrigenous muddy matrix; and (3) transgressive basal unit of skeletal arkosic sand. The acid insoluble content of matrix and of individual corals increases downwards. Coral growth rates decrease downwards, reflecting slower growth in muddier environments. Radiocarbon dating shows that the reef prograded seaward at almost stable sea level. An average vertical accumulation rate of 6.7 mm yr-1 is indicated. Two age reversals are interpreted as material transported by storms or by erosion in response to a late Holocene sea-level fall. The carbonate reef top unit has developed adjacent to, and is environmentally compatible with a muddy terrigenous, lower slope unit. Terrigenous influx has not changed during the Holocene, and terrigenous content of sediments is controlled by deposition on the reef slope of fine sediment winnowed from the reef flat and concentration of coarse sediment in the transgressive basal sheet.  相似文献   

16.
通过对渤海湾西南部平原DC01孔的岩石地层学、生物地层学及年代地层学和地球化学研究,重建了该地区自晚更新世以来的地质环境演化过程。全新世之前,研究区经历了由河流-盐沼-潮间带上部/低盐沼-河口湾-泻湖-淡化泻湖的环境转化过程;进入全新世之后,该区经历了由湖沼到河流的环境转化过程。埋深22.4~12.7m发育近10m厚的弱海相沉积,AMS~(14)C年龄表明,该层沉积形成时间早于4.35ka cal BP,可能属于MIS 3早期(6.0~5.5ka cal BP)或更早的MIS 5期(12~8ka cal BP)。恢复了该时期的相对古海面,最高可达-13.31m。DC01孔缺失MIS 4~2或MIS 2时期的沉积。  相似文献   

17.
Sediment trapping and transport in the ACE Basin,South Carolina   总被引:1,自引:0,他引:1  
A study took place during May 1998 and May 1999 to examine the processes controlling localized accumulation of fine-grained sediments in the lower Ashepoo River. This region, referred to as the Mud Reach, is an area of muddy bottom sediments bounded by fine sands. The Mud Reach is located downstream of the landward extent of the salt intrusion where an estuarine turbidity maximum commonly occurs. Tidal time-series measurements made in the Mud Reach during May 1998, when river discharge was at a 10-yr high, showed high concentrations of suspended sediment (0.05–1 g I−1) during maximum tidal current velocity with concentrations in the bottom 30 cm exceeding 70 g I−1 (fluid mud). A correlation between salinity stratification and increased suspended sediment concentration suggests that inhibited vertical mixing enhances the settling of flocculated sediments to the bed. Measurements made during May 1999 show a two-order-of-magnitude decrease in the concentration of near-bed sediments. A decrease in river discharge during the 1999 observation period of more than 100 m3 s−1 suggests that changes in the hydrography and in the supply of sediments to the system both may be important factors in the trapping of fine-grained sediments in the region. The source of sediments is likely from muddy deposits in the Fenwick Cut, a man-made section of the Atlantic Intracoastal Waterway about 2 km north of the Mud Reach that connects the Ashepoo and Edisto Rivers. The Fenwick Cut appears to be an effective area for trapping sediments where shoaling has increased by 130% in the last decade. Current measurements show that flow velocities decrease through the Cut, likely allowing for the settling of suspended particles that form the thick deposits of unconsolidated mud observed during both years.  相似文献   

18.
海南岛排浦礁区由珊瑚岸礁和堤礁及其间水域组成。因堤礁的障壁作用和丰富的陆源物质供应,研究区内形成清水和浑水两类沉积环境,产出清水碳酸盐和浑水碳酸盐两列沉积体系,并形成礁源沉积、陆源沉积和混合沉积三类沉积物。文中详细论述了各类沉积的特征,讨论了沉积体系的演化过程:全新世早期是单一的陆源碎屑沉积体系,全新世中期海侵,气温转暖,形成早期排浦岸礁与大铲堤礁的雏型,全新世晚期堤礁进入成熟阶段,其障壁作用加强,最终形成清水与浑水两种沉积环境和两列沉积体系。  相似文献   

19.
Extensive terrace and flood plain deposits occur along the Lower Macleay River. A sequence of terraces from oldest to youngest was named: Madron, Corangula, Mungay, Mooneba, Belgrave and Macleay deposits (contemporary). Basal sediments in the Mooneba terrace were dated by radiocarbon analysis at 3,280 ± 55 years; basal sediments of the Mungay terrace were dated at 6,425 ± 105 years. The Madron and Corangula terraces are considered very much older than the Mungay. The flood plain consists of two early cycles of aggradation buried under 23m of estuarine sediment, which in turn is overlain by up to 6m of alluvium. The estuarine sediments were dated at 8,530 ± 200 years at elevation —4m relative to mean sea level. The base of the overlying Smithtown alluvium was dated at 3,295 ± 95 years. A general chronology is presented for the Lower Macleay valley, and a sequence of terrace soils is discussed.  相似文献   

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