海砂粒级划分标准和沉积物命名方法探讨

近年来, 随着海砂资源需求激增和勘查开发快速发展, 解决海砂调查研究领域中海砂命名混乱的问题迫在眉睫。本文在总结多年海砂调查经验和前人研究成果的基础上, 分析对比已有粒级划分标准和沉积物命名方法的特点, 提出一套适用于海砂的粒级划分标准和命名方法。基于伍登-温特沃斯(Udden-Wentworth)等比制φ值粒级标准, 提出将海砂沉积物粒级划分为砾(>2mm)、砂(2~0.063mm)和泥(<0.063mm)3大类, 二级细分为9小类; 基于优势粒级法思想, 将砾、砂和泥作为三个分类端元, 提出“砾-砂-泥三角图解+砂、砾质沉积物细分命名”的海砂沉积物分类方案, 体现了“对砂、砾质沉积物细化其名, 对泥质沉积物简化其名”的思想。该命名方法直观地反映了海砂的粒级组成和含量, 同时较好地兼顾了海砂命名的沉积学涵义和实际应用需求。     

注聚区油井砾石分级充填防砂工艺技术研究

注聚区油井砾石分级充填防砂工艺技术是针对胜利油田注聚区见聚油井产出液黏度增大、携砂能力增强,提液引效措施加剧油井出砂使油井防砂有效期变短等问题进行研究的。该技术是在注聚区油井充填防砂时改变过去采用单一粒径砾石进行充填防砂的做法,将不同粒径砾石按不同比例分级充填到近井、炮眼附近和筛套环空,同时在中粒度粒径的砾石中加入经过表面处理的短切纤维,提高了砾石充填挡砂屏障的挡砂强度,实现了挡砂屏障的“挡砂、稳砂、排砂”的功能。截止到2010年4月底,该技术现场累计推广应用32井次,分级充填后注聚区油井液量由27．2m3提高到40．43m3,油量由1．01m3提高到3．89m3,增幅分别达40％和80％,最长防砂有效期已达到400d。该技术的研发和应用,较好地解决了注聚区油井提液引效使防砂有效果变短和油井近井堵塞的问题,具有良好的应用前景。     

登州浅滩海域表层沉积物分布特征

依据2010年在登州浅滩海域采集的沉积物样品资料,划分了研究区表层沉积物的分布类型,分析了登州浅滩海域沉积物的分布特征和粒度参数变化规律,在此基础上初步探讨了沉积物分布的影响因素.研究结果表明,登州浅滩海域表层沉积物主要包括砾石、砾砂、粗砂、中粗砂、中砂、细砂、粉砂质砂、砂质粉砂、粉砂、黏土质粉砂、粉砂质黏土等11种类...     

Application of the parabolic bay shape equation to sand and gravel beaches on Mediterranean coasts

The equation most commonly used to describe the bay planform was proposed by Hsu and Evans (1989) and it was obtained through empirical analysis of sand beach planforms.In the last decade interest in gravel sediments increased owing to their greater stability on beaches, compared with sand sediments. Due to the differences between the morphodynamics of sand and gravel beaches, which is strictly influenced by their different hydraulic characteristics, it was necessary to create a predictive instrument for this beach type as well.Therefore, in this study the standard Hsu and Evans equation (1989) was modified in order to make it applicable not only to sand beaches but also to gravel beaches. The shoreline was computed according to a parabolic model in polar coordinates whose coefficients are considered linearly dependent on the wave direction and related to the beach type. The estimation of the free parameters of the model was performed according to a statistical analysis of a shorelines data set of Mediterranean sand and gravel embayed beaches.     

北仑河口柱状沉积物粒度特征

根据北仑河口3个钻孔柱状沉积物的粒度分析结果,结合14C测年和210Pb测年资料,分析了钻孔沉积物的粒度特征,结果表明：KL1柱样沉积物主要为粉砂质砂、砂质粉砂、中细砂、细中砂,沉积物由下到上由细到粗再变细,经历了2个沉积变化;KL2柱样沉积物单一,为细中砂;KL3柱样沉积物由下到上依次为砾石、砂砾、粗中砂、细中砂、砾砂、粉砂质砂、粘土质粉砂、砂-粉砂-粘土,沉积物粒度由下到上逐步细化,该孔早期离物源较近.3个孔的沉积物分选大多很差,反映当时水动力作用较强或者离物源较近.这些沉积物类型为晚更新世末次冰期以来的沉积,记录了晚更新世以来2个沉积变化.     

Reducing Environmental Impact of Aggregate Excavation in Small Tropic Pacific Islands

Excavating sands and gravel on land in combination with constructing reservoirs for storing fresh water is an ideal approach in atolls. Appropriate mining of gravel from the prograding gravel beach is acceptable. Digging reef rock close to the edge of the wide ocean reef flat without surface loose sediments on it or sand beach can be accepted. Excavating sand from some depths in lagoon is a scientific approach particularly important for urbanized atolls. However, selecting appropriate sites for mining sand other than at some depths in lagoon is suitable to rural islands without dense populations. These sites include up drift side of long groin on the reef flat,partly filled access channel-port, outlet of artificial channel and lagoon margin on the prograding coast.     

Variations in grain‐size and sorting on two kaikoura beaches

Two exposed, high‐energy beaches on the Kaikoura coast of New Zealand are composed of sand and gravel derived from a greywacke terrain. Both beaches can be classified as mixed beaches although the sediment varies from dominantly gravel at the ends of the beach to dominantly sand at the centre, through transition zones in which sand and gravel are mixed. Sixty‐four surface samples were analysed for grain size; two sediment parameters, mean grain size (M_z) and sorting (σ_I), were calculated.

A striking feature of the cumulative frequency curves is that both unimodai and bimodal distributions include median sizes over the whole range of sampled material, even though bimodal samples display two strong modes in the sand and gravel grades. The general deficiency lof sediment dn the very coarse sand and granule classes (0 to — 2 _F ) noted by numerous authors in many parts of the world is apparent in the poorly‐sorted bimodal samples. However, the best‐sorted samples also occur in these two classes.

Mean grain size of samples ranges from medium sand (1.820) to medium pebbles (—4.7 _F ), and sorting ranges from very well sorted (0.250) to very poorly sorted (2.69 _F ). Mean erain size on the northern beach is significantly greater than on the southern beach, but values of sorting are comparable. The greater mean size on one beach compared with the other is thought to be a function of the grade of material supplied by local rivers; the similarity in sorting presumably reflects the similarity of the processes acting on the two beaches.

Mixed sand‐shingle beaches are relatively rare on a world scale but common in New Zealand. Sediment distributions along the Kaikoura beaches do not reveal a regular decrease in size away from the rivers which supply material to shore at present. Instead, the beaches are differentiated into a number of sediment zones composed of either sand, or mixed sand‐gravel, or gravel. On each beach a gravel zone is located furthest from the river outlets. Sorting generally improves toward the Kaikoura Peninsula. Explanations for these trends are not given. Variations in size and sorting across the two beaches do not show a well developed zonation because of the high level of wave energy which continually mixes the material across the beach.     

A Multivariate Correlation Analysis of High- Frequency Bottom Backscattering Strength Measurements With Geotechnical Parameters

Sound backscattered from the seabed has been measured in a 10x10-nmi² region of the North Sea, characterized by a variety of bottom types, including mud, sand, and gravel. The backscattering strength measurements are made by a forward-looking sonar, operating at 100 kHz and tilted at an angle of 30deg from the horizontal. Fifty bottom-grab samples, representative of the uppermost 20 cm, were taken and analyzed for gravel content, shell content, and grain-size distribution. The backscatter measurements are correlated with the gravel percentage, shell percentage, and median grain size. A strong positive correlation of the measured backscatter strength with shell and gravel percentage is observed. Additionally, a small positive correlation between the backscatter strength and the median grain size of the sand and mud part exists. The derived values for the backscatter strength compare well to those presented in the recent literature. From a least squares curve-fitting analysis, an empirical expression is obtained giving backscatter strength as a function of gravel percentage, shell percentage, and the median grain size of the sand and mud part.     

Experimental Evaluation of Recycled Aggregate Porous Concrete Piles for Soft Ground Improvement

The use of sand compaction pile or gravel compaction pile is nowadays a common approach for soft ground improvement. In this article, a recycled aggregate porous concrete pile has been developed by replacing natural aggregates with recycled aggregates to overcome issues related to bulging failure or reduced section geometries. Such issues may arise during installation and during the early stages of operation. In addition, the proposed approach utilizes recycled aggregates instead of natural materials. To investigate the applicability of the recycled aggregate porous concrete pile method as a ground improvement technique, a series of laboratory model consolidation tests was performed on soft clay soil reinforced with sand compaction pile, gravel compaction pile, and recycled aggregate porous concrete pile, respectively. The results indicated that the settlement reduction effect of recycled aggregate porous concrete pile was significantly higher than the sand compaction pile and gravel compaction pile methods. The stress sharing ratio from the experimental program showed good agreement with those calculated by elasticity theory. Comparative analyses of the recycled aggregate porous concrete pile versus sand compaction pile and gravel compaction pile approaches, under the same replacement area ratio and surcharge pressure, showed significantly improved consolidation time, settlement reduction, and stress sharing effect.     

南海北部外陆架表层沉积物粒度参数特征及物源分析

为研究南海北部外陆架沉积物来源及沉积特征, 对南海北部外陆架18 个站位进行了表层沉积物取样和分析, 通过对沉积物的分类和粒度参数的计算, 探讨了沉积物类型和粒度参数的分布特征及其指示意义。研究结果表明, 研究区表层沉积物类型包括砾、砂质砾、砾质砂、砾质泥质砂、含砾砂、含砾泥质砂和含砾泥7 种类型。沉积物输运方式在外陆...     

Notes on a sediment map for the South Otago continental shelf

Modern sand and silty sand cover the inner shelf, with silty sand accumulating off the mouth of the Clutha River. Palimpsest sediment dominated by shell debris and polymodal detrital gravel and sand covers the outer shelf. The detrital sediment is largely or wholly of Clutha River origin.     

南海北部陆架坡折附近表层沉积物的粒度特征和其输运趋势

对南海北部陆架坡折附近取的50个表层沉积物样品,作粒度测试,计算粒度参数。粒度分析表明研究区的沉积物主要存在4种类型:含砾砂、砾质砂、砂质砾和含砾泥质砂;沉积物组分中砾石和砂占绝对优势,基本上不含黏土。综合因子分析和聚类分析的结果把研究区划分为4类沉积区:Ⅰ类沉积区属于内陆架沉积区,Ⅱ类沉积区属于陆架坡折上部沉积区,Ⅲ类沉积区属于陆架坡折下部沉积区,Ⅳ类沉积区区属于陆架边缘沉积区,每类沉积区都代表着不同的沉积环境。研究区沉积物的粒径趋势分析结果显示,陆架坡折附近的沉积物主要向内陆架和外陆架边缘或上陆坡输运,同时存在着跨陆架输运和沿陆架坡折输运现象,这与研究区实测的底流方向相一致。本研究表明,南海北部陆架坡折附近的沉积环境和沉积物输运模式比较复杂和特殊。本研究对今后陆架和陆坡区其他相关的研究具有十分重要的指导和借鉴意义。     

Seafloor change detection using multibeam echosounder backscatter: case study on the Belgian part of the North Sea

To characterize seafloor substrate type, seabed mapping and particularly multibeam echosounding are increasingly used. Yet, the utilisation of repetitive MBES-borne backscatter surveys to monitor the environmental status of the seafloor remains limited. Often methodological frameworks are missing, and should comprise of a suite of change detection procedures, similarly to those developed in the terrestrial sciences. In this study, pre-, ensemble and post-classification approaches were tested on an eight km² study site within a Habitat Directive Area in the Belgian part of the North Sea. In this area, gravel beds with epifaunal assemblages were observed. Flourishing of the fauna is constrained by overtopping with sand or increased turbidity levels, which could result from anthropogenic activities. Monitoring of the gravel to sand ratio was hence put forward as an indicator of good environmental status. Seven acoustic surveys were undertaken from 2004 to 2015. The methods allowed quantifying temporal trends and patterns of change of the main substrate classes identified in the study area; namely fine to medium homogenous sand, medium sand with bioclastic detritus and medium to coarse sand with gravel. Results indicated that by considering the entire study area and the entire time series, the gravel to sand ratio fluctuated, but was overall stable. Nonetheless, when only the biodiversity hotspots were considered, net losses and a gradual trend, indicative of potential smothering, was captured by ensemble and post-classification approaches respectively. Additionally, a two-dimensional morphological analysis, based on the bathymetric data, suggested a loss of profile complexity from 2004 to 2015. Causal relationships with natural and anthropogenic stressors are yet to be established. The methodologies presented and discussed are repeatable and can be applied to broad-scale geographical extents given that broad-scale time series datasets become available.     

定量评价中国北方粉尘源区地表覆盖类型对表土风蚀强度的影响

根据中国北方不同地表覆盖类型下表土的微团粒粒度分布和粗糙度长度参数,应用DPM模型分别计算了高草覆盖下、低草覆盖下、开垦耕地、砂砾质戈壁、砾质戈壁和裸露沙地在不同摩擦速度时的跃移通量。结果表明,裸露的粉细砂和细砂的跃移通量分别是砂砾质戈壁的几十倍;只有在极高风速条件下低草和高草覆盖下的砾质砂地才出现风蚀,其跃移通量与前面几种覆盖类型存在着1—2个数量级的差异。不同覆盖条件下地表可蚀性组分粒度分布和粗糙度长度的差异是造成风蚀强度差异的主要原因。在此基础上。从风蚀机制讨论了中国北方第四纪粉尘和现代粉尘的主要源区。     

Mapping an aggregate extraction site off the Eastern English Channel: A methodology in support of monitoring and management

Each year approximately 23–28 million tonnes of sand and gravel are removed from offshore sediments around England and Wales. This study was located in a licensed marine aggregate extraction site off Shoreham in the Eastern English Channel (EEC thereafter). Results from the multibeam survey showed the presence of dredged pits created by suction hopper dredging and elongated furrows created by trailer suction hopper dredging in the area where sand and gravel had been excavated. Electronic Monitoring System (EMS) contained the dredging intensity recorded annually at the site; this information was combined with particle size data providing interpreted maps, which informed the status of the sediments at the site.     

威海典型海滩沉积地貌及质量评价

选择威海双岛湾附近海滩、国际海水浴场海滩、金海滩、青叽岛以西海滩、青叽岛以东海滩、天鹅湖海滩、桑沟湾海滩、楮岛海滩、南海新区海滩和乳山银滩十处代表性岸滩进行了海滩地貌和底质调查,结合沙滩表层样品分析测试数据,对研究区海滩地貌、沉积物粒度分布特征及海滩质量进行了综合评价。结果表明:威海海滩沉积物主要包括砾砂、粗砂、中砂、细砂四种类型,其中中砂分布最广,约占所有点位的35.6%,细砂、粗砂、砾砂分别占34.4%,26.7%和3.3%。岸滩坡度一般较缓,宽度中等以上,岸滩质量整体较好,部分岸滩受沉积物粒度影响,质量稍差。     

Storm-generated,hummocky stratification on the outer-Scotian Shelf

Hummocky megaripples occur on Sable Island Bank, Scotian Shelf. Submersible observations show that the megaripples form during winter storms and are subsequently obliterated through bioturbation and fair-weather reworking. The megaripples of this study were underlain by a storm bed composed of: (A) a basal scoured and infilled gravel lag facies; (B) low-angle tangential crossbedding in gravel to coarse sand; (C) anisotropic hummocky stratification in medium sand; and (D) wave ripple cross-lamination in medium/fine sand. This sequence forms a tempestite bed created by a winter storm during our sampling program. Numerical simulation of bed conditions during the storm suggests that the hummocky megaripples and hummocky stratification formed together during late stages of storm decay from conditions of sheet flow. Near-bed wave motion during deposition exceeded steady currents by an order of magnitude.     

芝罘岛黄土状黄土的沉积特征与物源分析

芝罘岛黄土状黄土记录了丰富的古地理信息,利用粒度分析、显微镜碎屑矿物鉴定、黏土矿物X射线衍射峰能谱分析,对芝罘岛2个剖面13个黄土样品进行分析,获得芝罘岛黄土状黄土的典型特征:芝罘岛黄土状黄土以粉砂为主,其他组分砾、砂、粉砂俱全,且在粒度组成上占有一定的比例;在碎屑矿物组成上,芝罘岛黄土状黄土具有含量较大的当地基岩才有的典型矿物;两个黄土剖面特征存在一定的差异性;这些都表明芝罘岛黄土状黄土在物质来源上的多源性和近源性。黏土矿物在垂向上的变化,反映了芝罘岛黄土堆积时的冷暖旋回,为多源的物质堆积提供了条件。     

北仑河口的表层沉积物类型及其分布特征

北仑河口84个表层沉积物样品的分析结果表明,该河口有含砾砂、砂、粉砂质砂、砂质粉砂、粉砂、砂-粉砂-粘土、粘土质粉砂等7种沉积物类型,并具有自西北往东南逐渐变细的特征;分析结果还表明北仑河口可划分为近口、河口和口外海滨3个沉积区,近口区以河流作用为主,河口区粗颗粒沉积作用主导,而口外海滨区则主要受到两种营力的共同作用．     

Surficial Sediments along the Inner Continental Shelf of Maine

Through 10 years of support from the Minerals Management Service Association of American State Geologists' Continental Margins Program we have mapped along the Maine coast, seaward to the 100 m isobath. In all, 1,773 bottom sample stations were occupied, 3,358 km of side-scan sonar and 5,011 km of seismic reflection profiles were gathered. On the basis of these data, a surficial sediment map was created for the Maine inner continental shelf during the Year 8 project, and cores and seismic data were collected to evaluate sand thickness during Years 9 and 10. Sand covers only 8 % of the Maine shelf, and is concentrated seaward of beaches off southern Maine in water depths less than 60 m. Sand occurs in three depositional settings: (1) in shoreface deposits connected dynamically to contemporary beaches; (2) in submerged deltas associated with lower sea-level positions; and (3) in submerged lowstand shoreline positions between 50 and 60 m. Seismic profiles over the shoreface off Saco Bay, Wells Embayment, and off the Kennebec River mouth each imaged a wedge-shaped acoustic unit which tapered off between 20 and 30 m. Cores determined that this was sand that was underlain by a variable but thin (commonly 1 m) deposit of estuarine muddy sand and a thick deposit of glacial-marine mud. Off Saco Bay, more than 55 million m3 of sand exists in the shoreface, compared with about 22 million m3 on the adjacent beach and dunes. Seaward of the Kennebec River, a large delta deposited between 13 ka and the present time holds more than 300 million m3 of sand and gravel. The best sorted sand is on the surface nearshore, with increasing amounts of gravel offshore and mud beneath the surficial sand sheet. Bedforms indicate that the surficial sand is moved by waves to at least 55 m depth. Seaward of the Penobscot River, no significant sand or gravel was encountered. Muddy estuarine sediments overlie muddy glacial-marine sediment throughout the area offshore area of this river. No satisfactory explanation is offered for lack of a sandy delta seaward of Maine's largest river. Lowstand-shoreline deposits were cored in many places in Saco Bay and off the Kennebec River mouth. Datable materials from cores indicated that the lowstand occurred around 10.5 ka off the Kennebec. Cores did not penetrate glacial-marine sediment in the lowstand deposits, and seismic profiles were ambiguous about the vertical extent of sand in these units. For these reasons, no total thickness of sand was determined from the lowstand deposits, but given the area of the surficial sand, the volume is probably in the hundreds of millions of cubic meters.