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1.
《海洋地质前沿》2015,(12)
利用测得的高精度多波束数据,绘制海底三维地形图及海底深度等值线图,对海底地形地貌特征进行了分析。A区海底地形总体上呈NW—SE向延伸的沟—脊相间的条带状分布;B区南部海底地势较平坦,中北部海域地形主要受到岛屿和礁石影响。对研究区海域沉积物进行采集,采用筛析法和激光粒度仪相结合的方法对样品进行分析,并用谢帕德分类图解法将沉积物分为10种类型,绘制研究区表层沉积物类型分布图。根据实测的表层沉积物粒度资料,对沉积物平均粒径、分选系数、偏度及峰态等4种粒度参数进行计算,并绘制粒度参数的等值线图,对各参数的平面分布特征进行分析。测区范围内没有发现严重影响风力发电设施建设的灾害性地质因素存在。 相似文献
2.
环雷州半岛近海表层沉积物有机碳分布及其控制因素分析 总被引：1，自引：0，他引：1
对环雷州半岛近海43个海底表层沉积物的总有机碳(TOC)、总氮(TN)、沉积介质条件(包括沉积物粒度)进行了分析,探讨了沉积物TOC、TN的区域分布特征以及影响有机碳分布的主要因素。结果表明,环雷州半岛近海海域海底表层沉积物有机碳含量在0~0.79%之间,平均值为0.26%。与中国其它近海海域相比,环雷州半岛大部分近海区域海底表层沉积物有机碳含量明显偏低,为有机质贫乏区,仅雷州半岛西南部流沙湾近海海域为TOC相对高值区。总氮含量也不高,在0.011%到0.100%之间,TOC与TN存在较强的正相关性,且平面上TOC与TN分布高度重合,显示氮元素主要以有机化合物形式存在。TOC/TN比值在5.1~14.3之间,表明沉积有机质具有陆源输入和海洋自生来源的混合特征,但以雷州半岛西侧北部及东侧中部海域受陆源有机质输入影响更大。大多数站位海底沉积物粒度构成以粉砂为主、粘土次之,少数站位以砂质沉积为主。沉积物有机碳含量与粘土及粉砂含量呈弱正相关性,与沉积物pH值、Eh值及砂含量呈弱负相关性,这表明海底沉积物有机质丰度受有机质来源输入、海底氧化还原状态和沉积水动力条件(沉积物粒度)等因素综合控制。 相似文献
3.
各类海洋工程如码头、航道、海上风电、海底管道管线、填海造陆、防波堤等涉及的抛石、爆破、疏浚、打桩、开沟、吹填溢流等作业环节产生的悬浮物,在水动力作用下输移、扩散,会引起周边海域悬浮泥沙浓度增加,对海洋生态环境产生不利影响。文章对国内施工悬浮泥沙浓度扩散规律研究方法和数值模型中悬浮泥沙源强的选取方法进行了综述,为海洋工程施工过程产生的悬浮泥沙扩散研究提供参考和依据。 相似文献
4.
各类海洋工程如码头、航道、海上风电、海底管道管线、填海造陆、防波堤等涉及的抛石、爆破、疏浚、打桩、开沟、吹填溢流等作业环节产生的悬浮物,在水动力作用下输移、扩散,会引起周边海域悬浮泥沙浓度增加,对海洋生态环境产生不利影响。文章对国内施工悬浮泥沙浓度扩散规律研究方法和数值模型中悬浮泥沙源强的选取方法进行了概述和总结,为海洋工程施工过程产生的悬浮泥沙扩散研究提供参考和依据。 相似文献
5.
《应用海洋学学报》2015,(3)
对2013年在连云港近岸海域采集的170个表层沉积物进行了粒度分析,以得到的粒度参数探讨其沉积物分布特征与物源和水动力环境的关系.结果表明,研究区底质类型主要有泥、砂质泥、粉砂、砂质粉砂与粉砂质砂.总体趋势为近岸细、远岸粗,由岸向海呈现条带状分布.依据海底地形差异及水动力条件结合底质类型可将该地区划为3个区域:Ⅰ海州湾区、Ⅱ航道区、Ⅲ灌河口北侧砂质区.海州湾与航道区的沉积物都属于低能弱流环境下的产物,近岸区域以粉砂为主,远岸以砂质粉砂为主;砂质区沉积物则相对较粗,主要成分为粉砂质砂,受到了较强的波浪掀沙与潮流冲蚀.利用Gao-Collins模型对平均粒径、分选系数、偏态系数进行了趋势分析,得到了粒径运移趋势图,揭示了研究区内沉积物输运的趋势,连岛西北部与灌河口北部有较小辐聚区,海州湾北部沉积物运移方向为西南向,表现为向岸运移,与该区域的涨潮流方向一致;徐圩航道中段南部运移趋势较紊乱,是受到了航道疏浚与抛泥的影响. 相似文献
6.
南海东部海域的沉积作用和物质来源研究 总被引：7，自引：5，他引：7
1998年在南海东部海域采集了195个表层和24个柱状沉积物样,对沉积作用和物质来源研究表明:(1)南海东部海域具有典型的边缘海沉积特征,沉积物主要由陆源碎屑、生物碎屑、火山碎屑、浊流沉积物组成,沉积作用具有多样性;(2)黄岩岛以北海区沉积物中基性岩组分含量为23.2%,陆源硅铝质组分含量为76.8%,这两种组分的理论计算值与海底沉积物实际分布相一致;(3)由碎屑矿物分析得出陆源矿物、混合矿物、自生铁锰矿物和中基性火山矿物四种矿物组合区,矿物组成和含量差异反映了物源和沉积环境的变化;(4)对沉积物中大于0.063 mm的物质全组分分析表明,生源组分占66.97%,其中钙质生物含量为23.43%,硅质生物含量为43.54%,钙质生物高值区主要分布在水深小于3 500 m的海区,硅质生物高值区主要分布在水深大于3 500 m的深水区;(5)南海东部海域火山沉积作用明显,海底扩张区沉积物中铜、钡、铁、锰、钴、镍、砷等金属物质分布与海底构造和海底中基性火山活动密切相关;(6)对沉积物粒度、物质组成和生物化石组合分析表明北部陆坡区69柱187.5~190.0,287.5~280.0,377.5~380.0 cm,深海平原区149柱157~187,187~194 cm,南部陆坡区323柱280~350 cm在粒度上表现出浊流沉积特征;(7)对锶同位素物源示踪和粒度、矿物的研究表明,北部陆源碎屑向南一直扩散到约17 N,西吕宋海槽是亚洲大陆物质特别是我国大陆物质向南海东部海域输运的主要通道. 相似文献
7.
对渤海、黄海海域冬、夏两季表层沉积物取样,通过激光粒度仪得出粒度参数,进而分析讨论冬季强的沿岸流的作用、黄海暖流、夏季冷水团的影响以及地形、海底地貌特征、物源特征等对表层沉积物分布造成的影响。结果表明,冬、夏两季渤黄海表层沉积物粒度特征总体上相差不大,但部分海域如渤海中北部、渤海中南部、北黄海西北部近渤海海峡北部海域、山东半岛东北部海域、南黄海中部沉积物粒度特征存在明显季节性差异。表层沉积物粒度特征季节性差异与地形地貌、沿岸流、黄海暖流、黄海冷水团及物源密切相关。本研究对于探讨渤黄海不同季节表层沉积物沉积特征的影响机制、了解渤黄海区海洋动力过程的季节差异有积极意义。 相似文献
8.
通过对平海湾外湾106个表层沉积物样品的粒度分析,阐述了平海湾外湾表层沉积物的物质组成和粒度参数分布特征.利用沉积物粒径趋势模型初步探讨了平海湾外湾的沉积物输运趋势,结合新老海图对比,分析了该海域的冲淤变化特征,并结合平海湾发展规划选取代表站位来分析计算潮流和波浪对海底沉积物的冲刷.结果表明,研究海域表层沉积物可分为5种类型,主要为粘土质粉砂,随着水深的增加,沉积物呈逐渐变细的趋势.沉积物的平均粒径(Mz)、分选系数(σi)、偏态(S_(ki))及峰态(K_g)的分布与研究区海域沉积环境和水动力条件等相对应.粒径趋势分析显示研究区表层沉积物的输运趋势主要为NW向和SE向.对比不同年代海图及观测资料表明,研究海域呈弱淤积状态;经过分析计算,研究区海底沉积物不是受到潮流而是波浪的冲刷. 相似文献
9.
为对辽东湾觉华岛附近海域海底工程地质环境进行系统评估,利用高分辨海底声学探测设备获取调查海区的精密水深地形数据,利用筛析法、激光粒度仪实验法确定沉积物类型及粒度参数特征,最终综合分析得到研究区海底地形地貌及沉积物分布特征。研究发现,目标海域测量水深介于4~22m之间,平均水深15m左右,海底地形平坦,整体表现为平缓的近岸缓坡,地貌以近岸粉砂淤泥质浅滩地貌为主,局部发育微型海底沙波;海底浅地层第一声学反射界面清楚连续,可全区追踪,穿透深度0.5~5m不等,沉积物厚度相对稳定;表层沉积物中值粒径普遍较小,沉积物类型东区以粉砂和砂质粉砂为主,西区以砂质粉砂为主;表层沉积物组分和粒度参数的空间变化规律较为复杂,分析认为其主要受到沉积物物源以及辽东湾内往复流、沿岸流的影响。。 相似文献
10.
利用实验室培养法研究了不同因素对大连湾沉积物-水界面间生物可利用磷(BAP)交换通量的影响,并利用实验室培养法和间隙水浓度梯度法估算了大连湾已疏浚区和疏浚点邻近海域沉积物-水界面BAP的交换通量.结果表明,随着上覆水pH和温度的增加,BAP由沉积物向水体释放量逐渐增加;灭菌和贫氧条件下,也会导致沉积物BAP的释放量增加;上覆水中磷酸盐浓度的升高会导致BAP由沉积物向水体释放通量降低,且随着上覆水磷酸盐浓度的不断升高,BAP逐渐转化为由水体向沉积物中扩散.实验室培养法和间隙水浓度梯度法测定结果均显示,受到疏浚工程的影响,大连湾疏浚点邻近海域沉积物-水界面BAP的年均通量大于已疏浚区.不同季节,大连湾沉积物-水界面BAP的交换通量有所不同,表现为夏季最高,冬季最低.但由于受疏浚活动的影响,冬季疏浚点邻近海域沉积物-水界面BAP的交换通量也维持在较高水平. 相似文献
11.
Don Maurer Richard T. Keck Jeff C. Tinsman Wayne A. Leathem 《Marine environmental research》1981,4(4):299-319
Benthic invertebrates have many characteristics which make them prime candidates for burial studies in dredged material. A major concern in dredging and disposal projects is the effect of burial on the survival of benthic invertebrates. The purpose of the research reported in this paper was to determine the ability of estuarine benthos—in particular three species of molluscs (Mercenaria mercenaria, Nucula proxima and Ilyanassa obsoleta)—to migrate vertically in natural and exotic sediments and to determine the survival of benthos when exposed to particular amounts of simulated dredged material.Mortalities generally increased with increased sediment depth, with increased burial time and with overlying sediments whose particle size distribution differed from that of the species native sediment. Temperature affected mortalities and vertical migration. It was concluded that vertical migration is a viable process which can significantly affect rehabilitation of a dredged disposal area. Under certain conditions, vertical migration should be considered, together with larval settling and immigration from outside impacted areas, as a mechanism of recruiting a dredgedump site. 相似文献
12.
Don Maurer Richard T. Keck Jeff C. Tinsman Wayne A. Leathem 《Marine environmental research》1981,5(4):301-317
Benthic invertebrates have many characteristics which make them prime candidates for burial studies in dredged material. A major concern in dredging and disposal projects is the effect of burial on the survival of benthic invertebrates. The purpose of the research reported in this paper was to determine the ability of estuarine benthos—in particular three species of molluscs (Mercenaria mercenaria, Nucula proxima and Ilyanassa obsoleta)—to migrate vertically in natural and exotic sediments and to determine the survival of benthos when exposed to particular amounts of simulated dredged material.Mortalities generally increased with increased sediment depth, with increased burial time and with overlying sediments whose particle size distribution differed from that of the species native sediment. Temperature affected mortalities and vertical migration. It was concluded that vertical migration is a viable process which can significantly affect rehabilitation of a dredged disposal area. Under certain conditions, vertical migration should be considered, together with larval settling and immigration from outside impacted areas, as a mechanism of recruiting a dredgedump site. 相似文献
13.
Silvana N.R. Birchenough Siân E. BoydKoen Vanstaen Roger A. CogganDavid S. Limpenny 《Estuarine, Coastal and Shelf Science》2010
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. 相似文献
14.
Since the 1997 local ban on ocean dumping of dredged sediments, the States of New York and New Jersey have pursued a policy of environmentally sound solutions to the management of dredged material, including beneficial use of stabilized dredged material (SDM) in transportation applications. A pilot study was initiated in 1998 to evaluate the use of SDM in the construction of highway embankments. Utilizing 80,000 cubic yards of dredged material, two embankments were constructed from SDM on a commercial development area adjacent to the Harbor. Geotechnical properties and handling of SDM were evaluated both during and one year post ? construction. This article presents the evaluation of the embankments themselves, including constructability and performance. The results demonstrate that SDM satisfies most of the geotechnical criteria for fill construction, except those for durability, requiring proper coverage and protection similar to that provided for fills constructed on cohesive soils. This same characteristic precludes long term stockpiling of SDM prior to final placement, limiting applications to those that have schedules overlapping with dredging projects. Increased costs for the use of SDM can be as high as $8 per cubic yard over traditional fills; however, this cost may be recouped through management fees collected from dredging projects. 相似文献
15.
Since the 1997 local ban on ocean dumping of dredged sediments, the States of New York and New Jersey have pursued a policy of environmentally sound solutions to the management of dredged material, including beneficial use of stabilized dredged material (SDM) in transportation applications. A pilot study was initiated in 1998 to evaluate the use of SDM in the construction of highway embankments. Utilizing 80,000 cubic yards of dredged material, two embankments were constructed from SDM on a commercial development area adjacent to the Harbor. Geotechnical properties and handling of SDM were evaluated both during and one year post - construction. This article presents the evaluation of the embankments themselves, including constructability and performance. The results demonstrate that SDM satisfies most of the geotechnical criteria for fill construction, except those for durability, requiring proper coverage and protection similar to that provided for fills constructed on cohesive soils. This same characteristic precludes long term stockpiling of SDM prior to final placement, limiting applications to those that have schedules overlapping with dredging projects. Increased costs for the use of SDM can be as high as $8 per cubic yard over traditional fills; however, this cost may be recouped through management fees collected from dredging projects. 相似文献
16.
17.
Scoping the effective marine environmental assessment of dredging and ocean disposal of coastal sediments in Korea 总被引：1，自引：0，他引：1
The application of scoping is reviewed to improve the efficiency and rationality of the marine environmental impact assessment system applied to the dredging of coastal sediments and the oceanic disposal of dredged material in Korea. Both the impact levels and those items requiring assessment vary in response to differing goals of the coastal activities involved and also to changes in the characteristics of different marine environments. As a consequence, different assessment fields need to be emphasized for evaluation of the impact that both dredging and dumping might have on the sites involved. The status of current assessment procedures is examined and its problems are diagnosed. Following a survey of interested parties and a review of case studies of the oceanic disposal of dredged sediment in other countries, checklists of core assessment items are proposed as part of a revamped review process, along with improvements to the assessment system. 相似文献
18.
对辽东半岛西部复州湾海域底质沉积物样品进行粒度分析结果表明,其粒度特征有较大差异:样品平均粒径值为1.2~6.5Φ;分选系数为1.4~2.6,分选为较差—差;偏度特征表现为极正偏和极负偏并存。粒度的空间分布存在一定分异规律,由湾内至湾外粒径表现出粗—细—粗的变化特征。粒度变化是对该区域物质输运和地形变化的响应,借助Weibull分布,推断河流携带物质可以被推送至5 m等深线外堆积,5~10 m等深线间沉积物表现为细粒的浅海台地沉积,10 m等深线以外沉积物受河流的影响微弱。矿物学证据也表明,河流输运对湾内沉积物贡献有限,仅限于5 m 等深线以内的水下三角洲,湾内沉积物主要来自于辽东湾沿岸冲刷和湾内基岩的剥蚀。 相似文献
19.
疏浚物倾抛对海洋环境影响的研究述评 总被引：4，自引：1，他引：3
从当前国内外对疏浚物倾倒海洋后所产生的环境影响研究现状出发,就研究历史产生影响的生物、物理、化学过程,现场监测技术,疏浚物处理新技术的应用等方面的研究作了全面评述,这对港口、航道部门的疏浚土处理和防止海洋污染具有参考应用价值。 相似文献
20.
九龙江口海沧港区因建设17—18^#泊位而开挖的基槽处发育厚层浮泥．通过对该处浮泥及其周边的水体悬浮颗粒、海底表层和沉积物柱状样的激光粒度分析，发现浮泥的颗粒物主要由峰值粒径在7～10μm的粘土粉砂质细颗粒组分构成，但在浮泥层的下部还含有小部分峰值粒径为200—500μm的砂质粗颗粒组分．浮泥中细颗粒组分的粒度特征和水体中的悬浮颗粒、底质沉积物中的细颗粒组分一致，而浮泥中粗颗粒组分的粒度特征，和九龙江口洪水事件成因的中粗砂的粒度特征一致．结合现场调访和水文观测，得出17—18^#泊位基槽处浮泥的成因主要受海沧港区建设过程中产生的大量再悬浮泥沙以及受水下地形的影响，水动力条件适宜悬浮泥沙在17—18^#泊位基槽处聚淤．此外，台风引发的洪水也是增加悬浮泥沙含量的辅助因素．随着海沧港区的建成，水动力条件的改变，17～18^#泊位港池及调头区浮泥的厚度将小于基槽区浮泥厚度． 相似文献