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1.
Quantitative evaluation of the time-line reduction performance in high definition marine magnetic surveys 总被引：2，自引：0，他引：2
The effectiveness of the time reduction procedure is the critical problem for the informative contents evaluation in the high definition (HD) geomagnetic marine surveys. The use of magnetogradiometers is a good solution for the time-reduction in the regional offshore studies but often, for technical reasons, this is not a practicable method in the very detailed coastal, canal or harbour surveys where the use of coastal base stations may be preferable. On the other hand the uncertainty of the full transferability of the coastal magnetograms to large areas of marine surveys can disrupt the time-reduced data sets by a geomagnetic residual time component. The phenomenon is related to the distance from the coastal observatory and to the homogeneity of the local magnetic characteristics of the crust. The maximum applicability distance of the time-line correction (TL) is qualitatively evaluated and is shown to be inconsistent with geomagnetic marine surveys in high definition. In this work we show a quantitative method to evaluate the stability of the coastal observatory magnetograms over the nearby marine area, together with the numerical degree of precision of the correction. The method is based on a double survey of the same profile (timer track: TT) at two different times. The surveys produce two different row data sets where the difference is related only to the geomagnetic time variations. Using the coastal observatory magnetograms we time-reduce the two data sets: if the coastal observatory magnetograms are fully coherent in the whole survey area the difference between the two reduced data sets will be zero. However, if the time variations measured in the observatory are inadequate in amplitude or phase to model the corresponding time variations in the surveyed profile (TT), the discrepancy between the time reduced data sets will not be zero. Similar TTs starting with various course from the base station permit the surveyed area to be split into sectors with variable degree of time coherence and to assign a degree of precision to the time-reduced survey. 相似文献
2.
The tsunami generated by the December 2004 Sumatra-Andaman earthquake had a devastating effect on some parts of Kerala coast, which is a coast located in southwest India. Results of post-tsunami field surveys carried out to understand the changes in coastal morphology and sediment characteristics in the worst affected Kayamkulam region of Kerala coast are documented in this study. Analysis of offshore bathymetric data indicates the shifting of depth contours towards shore, indicating erosion of sediments and deepening of innershelf due to the tsunami. Depth measurement along the backwater (T-S canal) in the hinterland region indicates siltation due to the inundation of the canal. 相似文献
3.
The tsunami generated by the December 2004 Sumatra-Andaman earthquake had a devastating effect on some parts of Kerala coast, which is a coast located in southwest India. Results of post-tsunami field surveys carried out to understand the changes in coastal morphology and sediment characteristics in the worst affected Kayamkulam region of Kerala coast are documented in this study. Analysis of offshore bathymetric data indicates the shifting of depth contours towards shore, indicating erosion of sediments and deepening of innershelf due to the tsunami. Depth measurement along the backwater (T-S canal) in the hinterland region indicates siltation due to the inundation of the canal. 相似文献
4.
兴化湾建设大型深水航道的可行性研究 总被引：4，自引：0，他引：4
本文根据国家交通结构调整，加强建设大型深水航道的要求，调查研究了兴化湾的潮汐、泥沙、水下地形特征和表层沉积物粒度特征及沉积环境，并进行了潮流数学模型分析，探讨福建兴化湾建设大型深水航道的可行性。结果表明，该湾具备了建设大型深水航道的自然条件，适宜于建设成为福州港外港。 相似文献
5.
利用单波束测深仪和蚌式取样器进行了日照石臼港扩建码头西侧约50km~2海域1:2 000~1:10 000的水深地形测绘和底质分析工作。调查结果表明,日照港西部海域可分4个水深区,其地形和沉积特征如下:1)航道区,浅水航道区等深线平行于码头岸线,水深11m,经过疏浚已形成向南倾斜的四级阶梯地形,疏浚中心处水深24m。航道区底质以分选中等的砾砂为主;2)港池区,水深6 m,等深线与港池岸线平行,水深向南渐增,海底地形平坦,坡降比3‰。底质以分选较好的粉砂和砂质粉砂为主,近岸有少量分选较差的泥质砂质砾;3)涛雒-付疃河口区,水下三角洲地形明显,5m以浅等深线呈弧形向东南方向凸出,坡降比最大可达14.2‰,底质类型为分选极好的砂和粉砂质砂;4)浅海区,海底地形平坦,平均坡降比1.9‰,6~10m等深线呈NE-SW向平行向外海增大,近南扩码头端向东偏转,底质类型为分选好的砂质粉砂和粉砂,并呈平行于海岸线向深水区呈粗-细-粗的带状分布。底质类型分布与水深条件基本吻合,但深水区出现的底质粗化现象,分析认为可能与南扩码头的挑流作用有关,海底沉积物呈向南运移趋势。 相似文献
6.
7.
《Coastal Engineering》2001,43(1):59-74
This paper presents a study of the siltation process in an access channel to a port through analysis of environmental data, viz. waves, tidal currents, sediment characteristics, silt concentration and siltation at site. A rational methodology has been presented to co-relate environmental data and siltation quantity, judiciously applying the various theories available to wave propagation, littoral current, sediment transport and its trapping. The efficacy of the method is then tested to simulate the observed siltation in different phases of its development in terms of widening and deepening of the channel. It is observed that estimation of the representative environmental parameters is very important as the data collected over a long period show wide variation since sediment transport formulae available are very sensitive to these parameters. An attempt has been made in this paper to understand the mechanism of siltation in the approach channel to the port. 相似文献
8.
为对湄洲湾北部海底地形地貌特征及其影响因素进行系统的研究,作者利用多波束系统对湄洲湾北部海底地形进行探测,结合研究区内沉积物及潮流特征,对该区域海底地貌特征及其成因进行分析。研究区呈现中部低、南北高的地形格局,其中中部深水区又为近岸深、中间浅的特征,中轴为潮汐水道,水道两侧发育浅滩的海底地貌特征。研究区沉积物组分以砂和粉砂为主,由于研究区大部分表层沉积物中细粒沉积物占主要组分,沉积物具有较强的黏性,而实测资料显示潮流流速较小,因此研究区在常态水动力条件下,海底沉积物很难被冲刷,海底地形变化受潮流影响较小。通过将2012年与2013年研究区的调查结果进行对比发现,研究区海底地形整体变化不大,个别区域地形起伏变化较大,据推测可能是由于人为的挖沙、港口疏浚等因素造成的。因此,短期内影响研究区海底地形变化的主要因素为人为因素。 相似文献
9.
山东龙口港口区表层沉积物的粒度分析 总被引：1，自引：0，他引：1
通过对龙口港航道附近小范围内表层沉积物的粒度分析，探讨该港口航道附近的表层沉积物的类型和分布特征。结果表明：1）研究海域的表层沉积物类型分为砂、粉砂质砂、砂质粉砂和粘土质粉砂4种。2）研究海域的表层沉积物主体是砂，其主要变化趋势是由岸到海砂的质量分数逐渐减小又逐渐增大。从它们平面分布来看，粉砂粒组与砂粒组含量的平面分布特征正好相反，粘土含量的平面分布特征与粉砂相似。3）研究海域表层沉积物的平均粒径为2．14～12．79Φ，平均为7．7Φ，沉积物颗粒的直径总体上为细砂粒径；分选系数为0．55～2．99，平均为1．82，分选差；偏态为一0．10～O．75，平均为o．20；峰态为0．63～2．76，平均为1．01。 相似文献
10.
Charles W. Finkl Jr. Syed M. Khalil Jeffrey L. Andrews 《Marine Georesources & Geotechnology》2013,31(2):155-173
Erosion of sandy beaches is a worldwide problem that elicits innovative geoengineer‐ing techniques to reduce adverse impacts of shoreline retreat. Beach replenishment has emerged as the “soft”; shore‐stabilization technique of choice for mitigating beach erosion. This method of shore protection involves the addition of sand to the littoral sediment budget for sacrificial purposes. Because inland sand sources are often uneconomical or impractical to use, and known nearshore sources are limited, finding adequate quantities of suitable sand on the inner continental shelf is often vital to beach replenishment projects. The technical studies of survey and materials analysis that identify and delineate usable sand sources are sometimes almost as expensive as small‐project dredging, pumping, and placing the sand on the beach as fill. Inadequate quantity or substandard quality of shelf sand, as well as often‐prohibitive overhead expenses, thus compel shoreline managers to seek suitable sand sources offshore. In the study area off the central‐west coast of Florida, offshore potential borrow areas (PBAs) were identified on the basis of studies conducted in reconnoitory and detailed phases. Sophisticated state‐of‐the‐art equipment used in this investigation provided more detailed subbottom mapping information than is normally obtained with conventional seismic equipment. An example of sand exploration studies was incorporated in a 215‐km2 survey of offshore areas by conducting bathymetric surveys and subbottom seismic profiling, collecting jet probes, grab samples, and vibrocores, and analyzing sediment grading in subsamples from vibrocores. These combined analyses indicated that at least 8.8 ×106 m3 of sand is available in potential borrow areas from 7.0 to 12 km offshore in water depths of 8.0 to 11.5 m. In the PBAs, mean grain size of sand falls into the range 0.13–0.53 mm, sorting averages 0.65–1.31ø, and the overall silt content varies from 3.9–8.5%. High silt contents (13–19%) mapped in some areas make these sedimentary deposits unsuitable as fill for artificial beach renourishment. 相似文献
11.
Dr. Thomas Mathai K. N. Rajarama Satish Kumar M. Suresh Chandran M. R. Asoka Kumar 《Marine Georesources & Geotechnology》2013,31(2):180-193
Offshore geotechnical surveys form part of an integrated investigation to rejuvenate a decrepit minor port at Badagara, Kerala on the southwestern coast of India. The sediments typify a fluvio-marine milieu ranging from silty clay, sand, silty sand, sandy silt and clayey silt. Geotechnical and sedimentological studies of shallow cores reveal the geotechnical aspects besides the depositional history of the sediments. Downcore geotechnical variations and regressive coefficients based on their inter-relationships highlight diverse factorial inferences. X-Ray Diffraction data indicate the prominent clay type. A comparative evaluation of the geotechnical characteristics of clayey sediments off Badagara, with similar studies along various sectors of the Kerala coast, both on land as well as in the near shore, is broadly attempted. Geotechnical studies carried out earlier on the uplifted Cochin marine clays provide comparative data for evaluating the possible variations between present day marine clayey sediments occurring along the Kerala coast and uplifted marine clays which, besides their gross variations in levels with respect to the present sea-level, also obviously relate to a much older depositional environment and provenance during probable Holocene times. 相似文献
12.
汕头港能否建设成深水港至今尚无定论,其中主要原因是对开发和治理外拦江沙尚无可靠的办法。1976年以前的研究成果一般认为,开挖外拦江沙不致造成严重淤积,可以建设深水港。但自1977年后经多次试挖(至-5.5米)证明洄淤严重,水深难以维持。因此,要建设深水港尚缺乏依据。笔者1980年进一步作了研究,已基本弄清了外拦江沙航道泥沙淤积的基本原因。在此基础上,本文着重探讨经过治理 相似文献
13.
This paper summarizes the results of over 8 years of data describing the performance of a large beach nourishment project on Perdido Key, immediately adjacent to Pensacola Pass in Escambia County, FL, USA. As a result of a major excavation of the entrance channel to Pensacola Bay, over 7 million m3 of beach-quality sand were placed along the easternmost 7.5 km of Perdido Key, adjoining the entrance channel at Pensacola Pass. The project included the placement of 4.1 million m3 of sand directly upon the shoreline in 1989–1990, followed by the placement of an additional 3 million m3 as an underwater berm just offshore of the beach nourishment project in water depths of roughly 6 m. Monitoring of the performance of the beach nourishment project and the offshore berm has been conducted since 1989, beginning with a pre-construction survey of the project area. Monitoring surveys have been conducted on an annual or biennial basis since that time, with the most recent survey occurring in July/August, 1998. Over 8 years of monitoring data indicate that the beach nourishment project has retained approximately 56% of the original volume placed within the 7.5-km project length. In addition, according to the latest monitoring survey, the dry beach width of the project, initially constructed as 135 m on average, is still 53 m wider than pre-project conditions. Approximately 41% of the originally placed dry planform area remains as of July 1998. The most recent monitoring surveys in 1995, 1997, and 1998 encompass the effects of two major storm systems, Hurricanes Erin (August 1995) and Opal (October 1995). Monitoring of the offshore berm area indicates only a slight landward migration of the berm, accompanied by a minor decrease in volume, over the entire monitoring period. The performance of both the beach nourishment project and the offshore berm appear to be significantly related to the two storm events, particularly Hurricane Opal, and the proximity of the project to the tidal entrance at Pensacola Pass. Comparison of the documented performance of the beach nourishment project to simple existing analytical models of beach-fill evolution have yielded encouraging results in terms of preliminary design aids for future beach nourishment projects in the vicinity of deep tidal entrances. 相似文献
14.
厦门嵩屿附近水域洪水期悬浮泥沙活动的特征 总被引：2，自引：1，他引：2
本文根据1984～1986年5次水文泥沙观测资料,研究了福建厦门嵩屿附近水域洪水期悬浮泥沙对河口三角洲和厦门西港东渡以南海域的淤积作用。 相似文献
15.
Abstract Keeping in view the paucity of information as to the nature of the marine sediments from the continental shelf adjoining the Indian subcontinent, a number of shallow seismic surveys were carried out, nearshore and offshore Bombay between 18°45'N and 21°00'N. Representative core samples preserving their natural state were also retrieved from the region in the water depths ranging from 5 to 70 m for the determination of physical properties in the laboratory. Data on the physical, acoustic, and elastic properties of the sediment cores are reported for the first time. Useful individual least‐squares relations are presented for acoustic impedance, reflection coefficient, and bulk modulus against density; for the dependence of rigidity and bulk moduli on the constrained modulus; for the association between impedance and field sediment velocity against P‐velocity; and for rigidity against Poisson's ratio. Results indicate that the bulk modulus and Young's modulus are higher for silty clay and clayey silt samples than for the clay samples. Similarly, the acoustic impedance, reflection coefficient, and constrained modulus of silty clay and clayey silt are also higher than clay. The results are found to be comparable to the North Atlantic and Bay of Bengal sediments. 相似文献
16.
RG Barlow T Lamont M-J Gibberd M van den Berg K Britz 《African Journal of Marine Science》2015,37(4):467-484
Phytoplankton community structure was elucidated during summer and winter in the KwaZulu-Natal Bight using pigment and CHEMTAX analyses. The surface pattern in January 2010 indicated that diatoms, haptophytes and prasinophytes tended to be the most prominent groups inshore and in the southern sector of the bight, whereas Prochlorococcus and Synechococcus were more dominant in the north and towards the offshore region. At the deep chlorophyll maximum (DCM), diatoms were dominant in the inner bight and in the south, with prasinophytes being the prominent flagellates, but this changed to Prochlorococcus and pelagophytes being the important groups in the northern sector and outer part of the bight. A different pattern was observed at the surface in July 2010, where diatoms, haptophytes, prasinophytes and cryptophytes in varying proportions comprised most of the community in the inner half of the bight, whereas Synechococcus and haptophytes were the main groups in the outer sector. A similar pattern occurred at the DCM, except that Synechococcus was less prominent and pelagophytes were distributed across the bight in both the inshore and offshore zones. Observations and relationships between phytoplankton groups and environmental parameters indicated that the groups were most closely related to temperature, accounting for 24–64% of the deviance. The influence of nutrients on phytoplankton was less clear but nitrate and silicate seemed to account for some of the patchy distribution patterns. 相似文献
17.
环抱式港池的水体交换能力强弱对港池的水质有重要影响,水体交换通道是改善港池水质的有效措施。本研究以闸坡渔港防波堤改造工程为例,采用不规则三角网格和有限体积方法,在潮流数模研究成果的基础上,建立平面二维对流-扩散数学模型,开展闸坡渔港扩建前后水体交换能力数值模拟研究,评估工程前后港内水体半交换周期和水体交换率。研究结果表明,闸坡渔港的水体交换能力较强,工程前水体半交换时间为129 h,工程后闸坡渔港水体半交换时间为104 h。工程后洲仔峡防波堤被改为涵洞式桥梁,使渔港与外海形成了水体交换通道,增加了港池内外水体相互作用和水体交换量,相应的水体交换能力增强。而港池外的两个水产养殖区域由于与外海相连,水体交换能力较强,工程前后该区域水体交换能力变化不大。 相似文献
18.
基于崖州湾海域141个表层沉积物粒度分析数据,研究表层沉积物的粒级组分、粒度参数及其沉积动力环境特征。结果表明,研究区底质类型主要有泥质砂质砾、砾质泥质砂、砂、粉砂质砂、砂质粉砂和粉砂6种,砂质粉砂分布最为广泛;粒径总体趋势表现为自北向南由细变粗再变细的NEE条带状分布特征,分选系数总体偏高,反映了该区复杂的物源和水动力条件。运用Flemming三角图式,结合粒度象、研究区物源、水动力条件及地形特征,将研究区划分为3个沉积环境:近岸主要受控于波浪掀沙和搬运作用,粒径较细,表现为波控沉积特征;中部主要受控于径流、波浪和潮流共同作用,粒径粗,分选差,表现为河口沉积特征;南部主要受控于潮流输沙作用,波浪作用减弱,粒径细,分选相对较好,表现为相对低能的沉积环境。沉积物输移趋势分析显示研究区中西部为一沉积物汇聚中心,近岸侵蚀物质、宁远河输运物质以及外海潮流输运物质均向该处运移。 相似文献
19.
R. I. C. C. Francis 《新西兰海洋与淡水研究杂志》2013,47(3):375-389
The design and execution of two acoustic surveys of Hawke Bay in February and September/October 1980 are described. Though the resulting acoustic data were, for technical reasons, of limited value, they illustrate the information which may be drawn from acoustic surveys. Fish distributions may be rapidly mapped, not only by area, but throughout most of the water column and over time. Qualitative observations on fish distribution may be quantified. The estimation of variance in acoustic surveys is discussed in detail with particular emphasis on the problems of systematic surveys. The role of replicate observations is stressed. Coefficients of variation for relative fish density estimates from the two surveys probably lie between 5 and 30%. 相似文献
20.
根据广西海岸滩涂开发利用现状以及开发与保护需求,将滩涂资源分为已开发利用滩涂、规划开发利用滩涂、严格保护滩涂和潜在可开发利用滩涂4类,通过2016年遥感影像分析识别,广西海岸滩涂资源总面积为98 013hm2,其中已开发利用滩涂(渔业、旅游及所有建设用地)面积为25 211hm2,占滩涂总面积的25.72%;规划开发利用滩涂(港口、工业、城市规划)面积9 412hm2,占滩涂总面积的9.6%;严格保护滩涂(滩涂海洋生态红线区)面积23 538hm2,占滩涂总面积的24.02%。基于此,分析出潜在可开发利用滩涂共39 852hm2,占滩涂总面积的41%,并提出滩涂可持续开发利用建议。 相似文献