首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 31 毫秒
1.
The aim of this study was to investigate the effect of dredging intensity on the physical and biological recovery times of the seabed following marine aggregate dredging. Two areas of seabed, previously subject to, respectively, relatively high and lower levels of dredging intensity, were identified on the Hastings Shingle Bank. Two reference areas were also selected for comparative purposes. All four sites were monitored annually over the period 2001–2004, using a combination of acoustic, video and grab sampling techniques. Since the site was last dredged in 1996, this was intended to provide a sequence of data 5–8 years after cessation of dredging. However, an unexpected resumption of dredging within the high intensity site, during 2002 and 2003, allowed an additional assessment of the immediate effects and aftermath of renewed dredging at the seabed. The early stages of recovery could then be assessed after dredging ceased in 2003. Results from both dredged sites provide a useful insight into the early and latter stages of physical and biological recovery. A comparison of recent and historic dredge track features provided evidence of track erosion. However, tracks were still visible 8 years after the cessation of dredging. Within the high dredging intensity site, recolonisation was relatively rapid after the cessation of dredging in 2003. Rather than indicating a full recovery, we suggest that this initial ‘colonization community’ may enter a transition phase before eventually reaching equilibrium. This hypothesis is supported by results from the low intensity site, where biological recovery was judged to have taken 7 years. Further monitoring is needed in order to test this. An alternative explanation is that the rapid recovery may be explained by the settlement of large numbers of Sabellaria spinulosa. As the resumption of dredging within the high intensity site limited our assessment of longer-term recovery it is not yet possible to assume that a 7-year biological recovery period will be applicable to other, more intensively dredged areas at this or more distant locations.  相似文献   

2.
The aim of this study is to analyse the effects in space and time of relict sand-dredging activities on macrobenthic assemblages, in an area situated offshore Montalto di Castro (central Tyrrhenian Sea, Italy), and to analyse the recolonisation processes of macrobenthos in the dredged areas. The area in question is characterised by relict sand deposits (Holocenic paleo-beaches), used for beach nourishment along the Latium coast. The effects of sand extraction on benthic assemblages were investigated before, during and after three dredging operations. The sites analysed are located within the dredged areas (inside stations) and in neighbouring, not dredged, areas (outside stations). The results showed that the impact of sand extraction was confined to the dredged stations and to the areas in proximity to the dredged areas. During dredging activities, the structure of benthic assemblages within the impacted stations was characterised by low species richness and diversity. Both the direct removal of sediment and the re-suspension and consequent deposition of fine sediment affected benthic assemblages of the impacted stations. A few months after the dredgings, a recolonisation process was still observed at all the impacted stations. A gradual recolonisation process was observed at those stations affected by only one dredging, whereas a different recolonisation was observed at those stations affected by two dredgings over time. This study suggests that differences of re-colonisation processes of benthic assemblages are related to the intensity of dredging operations in terms of dredging frequency.  相似文献   

3.
Recolonization patterns of benthic assemblages after relict sand dredging were investigated in an area offshore of Capo d’Anzio (central Tyrrhenian Sea). Surveys were performed before, during, and after dredging in 2007. Sampling stations were located within and outside the dredging site in water depths between 40 and 56 m. Defaunation due to sand extraction was the main impact observed in the inner stations and in stations located in proximity of the dredging site. At the inner stations, 9 months after dredging, a significant increase in species richness and diversity was observed: the sediment removal led to an increase of the sandy sediment fraction, favouring the settlement of sabulicolous species. A decrease in number of individuals and species was also observed in most of the outer stations, probably due to fine sediment redeposition. Recolonization of macrobenthic assemblages was essentially achieved at inner stations both in terms of abundance and species richness, while at outer stations it was still in progress. Results of this study, providing a picture of recovery times and processes in the Tyrrhenian Sea, could be used to develop predictions of the effects of future offshore sand dredging projects in comparable areas. Monitoring programs and research have a key role to provide a more detailed overview of biological recovery processes and times in different regions and with different dredging intensity.  相似文献   

4.
Even though the continental slope off Cape Hatteras has sediment accumulation rates on the order of 1 cm/year, large areas of soft sediment are intensively reworked by infaunal organisms. Primary sedimentary structures have been completely replaced with biogenic structures. Surface sedimentary structures are dominated by the bioturbational activities of a deep burrowing infauna (to at least 30 cm). The layer actively mixed by the benthos, as evidenced by sediment profile and X-ray images, is estimated to range from 5 to 20 cm, with the residence time for particles within the surface mixed layer ranging from about 4.5 to 18 years. The biological mixing parameter (G) ranges from 0.4 to 5.5, which indicates moderate to strong biological mixing relative to accumulation and strata formation. Bioturbation contributes to the dynamic forces affecting the surface sediments by decreasing compaction of sediment layers and dilating sediment fabrics by sediment mixing, and introducing large water-filled burrows and voids to subsurface sediments. The sediment profile images captured numerous subsurface feeding voids, and worms in the process of making deep burrows, many of which extended below the 5 to 10 cm average depth of the apparent color redoxpotential discontinuity layer. High rates of accumulation of organic-rich sediment lead to high standing stocks of benthos and intensive feeding/burrowing activity that result in organic rich stratagraphic sequences that are thoroughly mixed. Cape Hatteras is a apparent focusing point for the transport of shallow water sediments to the deep sea. Sediments across other areas of the continental slope just 100's of kilometers south of Cape Hatteras are not as thoroughly mixed or biologically active.  相似文献   

5.
海床冲淤变化对港口与航道工程建设非常重要。由于泥沙供给、人类活动和其他等因素的影响,海床冲淤变化非常复杂。洋山深水港是一个新兴的深水港口,是上海国际航运中心重要的组成部分,它的建设引起了各方的广泛关注。目前,洋山水深港一、二、三期港区在潮流运动和定期疏浚下保持着良好的水深。四期港区工程是世界上最大的全自动化深水码头,2017年12月以开港运行。本论文基于大量的地形资料、水文泥沙资料,分析了整个洋山深水港多年来的海床冲淤变化和近期四期工程海域海床冲淤变化。结果显示:1998-2010年整个洋山港区海床冲淤变化表现为较大幅度的冲淤,在洋山主通道内呈现为"南淤北冲"的格局,但是颗珠山汊道一直以来均表现冲刷的趋势;四期港区水域近一些年来也表现为一个冲刷的趋势,多年年均冲刷幅度0.7m左右;讨论了外界泥沙供给、港口工程陆域边界封堵、港池疏浚和由此带来的水流的变化以及泥沙水力特性等因素的对洋山港海域海床冲淤变化的影响,在众多因素中,颗珠山汊道的存在(或保留)对洋山西部水域或四期港区水域冲刷有着积极的作用,它的存在所产生的落潮作用对四期港区的水深维护起到重要的正面影响。  相似文献   

6.
The physical and chemical changes in sediment and near bottom water caused by clam dredging were examined during July and September 1999, at two locations Vilamoura (VL) and Armona (AR), south coast of Portugal. Sediment cores and near bottom water were collected simultaneously before dredging (control samples) and within short time intervals (min-h) after dredging. After dredging operations, microphytobenthos coming from the path were accumulated in the re-worked sediment (ridge). Chlorophyll a in superficial sediment increased from 1.2 microg x g(-1) before dredging to 1.7 microg x g(-1) after dredging and these higher values remained for a few hours. However, the expected increase of chlorophyll a in near bottom water due to re-suspension was not observed. After sediment disturbance an instantaneous sorption of phosphorus onto iron oxides occurred in the upper sediment layers (from 2 to 3 micromol x g(-1) before dredging to 4-5 micromol x g(-1) after dredging). A microcosm experiment showed that after sediment disturbance HPO(4)(2-) dissolved in pore water decreased from 40 to 10 microM being simultaneously sorbed onto iron oxides formed in the top layer of sediment. The ammonium, nitrates, organic nitrogen, phosphate and silicate dissolved in pore water decreased immediately after dredging activity and simultaneously an increase in near bottom water was sporadically observed. Generally, the re-establishment of seabed was reached within a short time (min-h), at both stations (VL and AR).  相似文献   

7.
Mid-fan areas in the Bay of Bengal to the west of the Andaman-Nicobar Islands and to the east of the 90 E ridge display remarkable channel-levee and interlevee characteristics over the seabed. These subsea channels at 3,000 m or more water depth have specific orientations along NNE or NNW. Most of these major and minor channels are at present inactive, except one running along the eastern part of the area following the reported subduction suture (Currey et al., 1979). The other channels in the western part retain the configuration of a floor-bank combination but are covered with a thin deposition of pelagic organisms without any significant terrigenous inputs to a depth of around 25 cm below the seabed. On the other hand, the active channel to the east is filled with continuous hemipelagic to terrigenous inputs up to at least 1.5 m bsf. The pelagic organisms of the upper 25 cm of seabed over the inactive channels as well as in their banks and interlevee areas are mainly represented by foraminiferal tests and thus constitute foraminiferal ooze. Most of the seafloor is covered by such ooze except in the easternmost part, where the active channel brings a terrigenous influx in the form of turbidites. The fan deposition has been restricted to the easternmost active channel since the early Holocene. The age of the pelagites that constitute the 25-cm top sediment slice is assumed to represent about 8,000 years, calculated at the rate of deposition of 3 cm 1,000 years (Kennet, 1982). Thus, most of the western seabed has not experienced any fan deposition during the last 8,000 years. However, below 25 cm, the entire area is seen to have experienced fan deposition as evidenced by occurrence of terrigenous silt and clay. Significantly, incidence of thermogenic hydrocarbons is proved in the levee-in terlevee complexes of the central part. Being closer to the subduction zone, gas seepages through pervasive fissures are perhaps more pronounced here.  相似文献   

8.
上海洋山深水港区12年来海床冲淤变化分析   总被引:2,自引:0,他引:2  
洋山深水港区海域是由大、小洋山两条岛链围成的喇叭口型的海域,是以落潮流为主、高含沙量、强潮流的潮汐水道,泥沙运动主要以悬沙为主。通道内潮流基本为东南-西北向往复流,潮流平均流速为1.0~1.5 m/s,最大流速可达2.0~2.5 m/s,平均含沙量在1.4 kg/m3。对上海洋山深水港区的水文地貌特性、海床冲淤演变以及冲淤变化原因等作了分析。结果认为,伴随着工程建设的进程,陆域边界不断地改变,海床的冲淤演变也随着不断地调整,逐步形成了目前"南淤北冲"的海床冲淤格局。洋山港竣工后三年又步入了稳定的调整期,冲淤变化幅度趋于逐年减小。  相似文献   

9.
近岸海床冲淤变化直接反映海区地貌稳定状态,由此影响海区物质迁移及水运资源可持续利用。基于此,本研究通过选择苍南海域不同时期的海图资料,基于ArcGIS平台探讨该海域多尺度海床冲淤过程,为研究区海岸港工建筑规划与评估提供理论指导。主要研究结果包括:苍南海域海床冲淤变化大致分为四个阶段,即1931—1970年大幅淤积,海床净淤积量达到169.47×106m3,淤积强度为5.18 cm/a;1971—2005年海床淤积幅度减弱,海床净淤积量为12.24×106m3,淤积强度为0.41 cm/a;2006—2009年海床由淤转冲,海床净冲刷量为14.70×106m3,冲刷强度为3.60 cm/a;2010—2017年海床持续冲刷,海床净冲刷量为10.17×106m3,冲刷强度为1.33 cm/a。除1931—1970年10 m等深线向海大幅扩张以及1971—2005年10 m等深线有部分向海扩张外,1971—2017年5 m与10 m等深线普遍向陆后退。2006—2017年,位于北关港内的2 m等深线也向陆后退。冲淤结果显示,苍南海域海床未来可能呈现弱侵蚀态势。其中,风暴潮频发导致海床经常性失稳加之长江入海泥沙的减少导致该区域泥沙补给不足,二者共同作用可能是该区域海床由淤积逐渐转为侵蚀的主导因素。  相似文献   

10.
This study aimed to assess the potential effects of clam dredging and the subsequent recovery of the benthic environment. Two experimental areas located at 6 and 18 m depth were established in order to analyse whether impacts and recovery of benthic environment are depth-related. Study areas were located within an area closed to dredging and two different plots were established at both depths. One of the plots was subjected to intense clam dredge-fishing, while the other was undisturbed and therefore used as control. Sampling followed a BACI design, with samples for macrobenthic, meiobenthic and sediment particle size analysis being taken by SCUBA divers from both areas before and after fishing stress. For both depths, impacts on the benthic environment were very low resulting in high recovery rates. Nevertheless, at shallower depths communities demonstrated a faster recovery. It was shown that depending on the faunal component used as a bioindicator, different results can be observed. Generally deposit-feeding organisms with scales or chitinous plates and vermiform shape (mainly crustaceans, polychaetes and ophiuroids), without external protection, were the most affected by dredging, while some polychaetes without external protection and with a carnivorous feeding mode seemed to be enhanced by fishing. The low level of perturbations induced by the dredging activities was comparable to the impact of surface waves on the bottom, as experiments were undertaken in wave-dominated environments. The coexistence of storm events during the study period proved to have similar or even more deleterious effects on the benthic environment. It appears that communities from hydrodynamic fishing grounds that are well adapted to natural physical stress are not highly affected by dredging.  相似文献   

11.
基于1959、1979、2010、2013年4个年份的水深资料,采用地理信息技术,研究了1959—2013年间宁波镇海沿岸海域的岸线变化、特征等深线分布变化及剖面变化,并定量计算了水下岸坡的冲淤变化.结果表明,在这54 a间,岸线持续向海推进约3~5 km,0、3、5 m等深线总体上也向海推进,幅度约330~5 600 m;但由于0 m等深线的推进速率小于岸线,因此干出滩面积锐减.相应的,不同时段水下岸坡的淤积速率分别为0. 46、2. 82、14. 14 cm/a,说明该水下岸坡经历了冲淤基本平衡—轻微淤积—较快淤积的调整过程.结合实测水文泥沙资料,探讨了水下岸坡的冲淤原因和动态趋势,得到了杭州湾南岸大规模围垦工程会维持并加快水下岸坡淤积的结论.  相似文献   

12.
We investigated nematode assemblages inhabiting the 26-year-old track created by experimental deep-sea mining of polymetallic nodules, and two adjacent, undisturbed sites, one with nodules and one without nodules. The aim was to compare density, assemblage structure, and diversity indices in order to assess the process of recovery of the nematode assemblage inhabiting the disturbed site. This experimental dredging was conducted in 1978 by the Ocean Minerals Company (USA) in the area of a French mining claim in the Clarion-Clipperton Fracture Zone (Tropical Eastern Pacific) at a depth of about 5000 m. The nematode assemblage had not returned its initial state 26 years after the experimental dredging: the total nematode density and biomass within the dredging track were significantly lower than outside the track; the biodiversity indices showed significantly lower nematode diversity within the track; and the structure of the nematode assemblage within the track differed significantly from those in the two undisturbed sites outside the track. However, there were no significant differences in the mean body volumes of adult nematodes and adult-juvenile ratios between the track and reference sites. Parameters such as the rate of sediment restoration (which depends on local hydrological conditions) and the degree and character of the disturbance appeared to be of considerable importance for the recovery rate of the deep-sea nematode assemblages and their ability to recolonize disturbed areas. The rates of recolonization and recovery may vary widely in different deep-sea regions.  相似文献   

13.
14.
七姊八妹列岛海域位于杭州湾南部的灰鳖洋内,除了岛礁周围局部存有深沟外,其余地区海床平缓.为了探究该海域海床演变情况,在了解杭州湾来水来沙特征基础上,分析了七姊八妹列岛海域的水动力、悬沙和底质分布特征.不同时期海图的对比分析表明,该海域近岸水深较小,人类活动频繁,围涂筑堤工程较多,一直处于淤积状态,属淤涨型岸滩,而离岸较远的海域,泥沙难于落淤而随潮反复搬运,基本处于冲淤平衡状态.1962~2008年这46 a间,七姊八妹列岛海域总体呈现与岸线走向一致的淤积、冲刷间隔分布的冲淤带.平均淤积厚度约2.2 m,淤积幅度约5.0 cm/a,大多数地方平均冲刷厚度约2.4 m,冲刷幅度约5.0 cm/a.这些特点与当地的水动力条件和泥沙沉积特性相一致.  相似文献   

15.
海南省拟建琼州海峡铁路轮渡。本文通过对海峡南岸新海湾轮渡港址附近自然条件、岸滩演变和输沙特征的分析研究,对不同类型港区布置方案港内开挖区和航道的淤积强度、淤积量等进行了计算,并对不同防护建筑物的有效拦沙时间等进行了探讨和计算,提出了港区类型推荐方案。  相似文献   

16.
Pockmarks are observed worldwide along the continental margins and are inferred to be indicators of fluid expulsion. In the present study, we have analysed multibeam bathymetry and 2D/3D seismic data from the south-western Barents Sea, in relation to gas hydrate stability field and sediment type, to examine pockmark genesis. Seismic attributes of the sediments at and beneath the seafloor have been analysed to study the factors related to pockmark formation. The seabed depths in the study area are just outside the methane hydrate stability field, but the presence of higher order hydrocarbon gases such as ethane and/or propane in the expelled fluids may cause localised gas hydrate formation. The selective occurrence of pockmarks in regions of specific seabed sediment types indicates that their formation is more closely related to the type of seabed sediment than the source path of fluid venting such as faults. The presence of high acoustic backscatter amplitudes at the centre of the pockmarks indicates harder/coarser sediments, likely linked to removal of soft material. The pockmarks show high seismic reflection amplitudes along their fringes indicating deposition of carbonates precipitated from upwelling fluids. High seismic amplitude gas anomalies underlying the region away from the pockmarks indicate active fluid flow from hydrocarbon source rocks beneath, which is blocked by overlying less permeable formations. In areas of consolidated sediments, the upward flow is limited to open fault locations, while soft sediment areas allow diffused flow of fluids and hence formation of pockmarks over a wider region, through removal of fine-grained material.  相似文献   

17.
对于粉沙淤泥质河口和海岸,海底泥沙受潮流作用主要以悬沙形式输运。在这样的海区建港与疏浚航道,需要首先进行泥沙淤积问题的研究。本文采用潮流作用下不平衡方程式、挟沙能力公式和起动流速公式,建立了潮流作用下河口悬沙运动二维数学模型,在对二维悬沙不平衡输沙方程和海底变形方程进行离散时直接采用显式迎风格式,得到了较好的结果。在此基础上,将该模型应用于实际水域,结果表明,该数学模型能够模拟河口的悬沙运动规律和冲淤变化,对于水流较大的海域该模型有一定的应用价值  相似文献   

18.
近期长江河口冲淤演变过程研究   总被引:3,自引:0,他引:3  
基于长江河口1997年以来数字地形图和近期水文泥沙实测资料,分析研究了近期长江河口大量人工整治工程和流域水库工程建造影响下的河口河道自动调整过程。结果表明:1997-2013年河口段中上游河道微冲刷、拦门沙滩顶仍保持淤积外移、口门外侧近海域冲刷的态势略有增强,而其影响原因与历史时期的自然因素影响为主略有差异,近期人类高强度活动的影响贡献率增大。首先,南支至南港和北港中上游河段河床普遍发生冲刷,河床沙活动较活跃,床面微地貌沙波发育更明显,而口门外侧海域地形略有冲刷蚀退,这些变化与流域来沙锐减有直接关系;北支、北港口门、南槽和北槽河道拦门沙河段呈淤积,尤其北槽主航道的拦门沙河段6m水深浚深为12.5m后回淤量很大,这些与拦门沙河道动力结构环境、河口和海域再悬浮泥沙补给有关;局部河段出现强冲和强淤现象,与近期河口工程建造有关。所以,长江河口近期正处在对自然因素变化和人类活动增强的自我缓慢地自动调整和适应过程之中。  相似文献   

19.
近期长江河口冲淤演变过程及自动调整机理研究   总被引:1,自引:0,他引:1  
基于长江河口1997年以来数字地形图和近期水文泥沙实测资料, 分析研究了近期长江河口大量人工整治工程和流域水库工程建造的影响下的河口河道自动调整过程。结果表明:1997年以来的16年中河口段中上游河道微冲刷、拦门沙滩顶仍保持淤积外移、口门外侧近海域冲刷的态势略有增强, 而其影响原因与历史时期的自然因素影响为主略有差异, 近期人类高强度活动的影响贡献率增大。首先, 南支至南港和北港中上游河段河床发生普遍冲刷, 河床沙活动较活跃, 床面微地貌沙波发育更明显, 而口门外侧海域地形略有冲刷蚀退, 这些变化与流域来沙锐减有直接关系;北支、北港口门、南槽和北槽河道拦门沙河段呈淤积, 尤其北槽主航道的拦门沙河段6m水深浚深为12.5m后回淤量很大, 这些与拦门沙河道动力结构环境、河口和海域再悬浮泥沙补给有关;局部河段出现强冲和强淤现象, 与近期河口工程建造有关。所以, 长江河口近期正处在对自然因素变化和人类活动增强的自我缓慢地自动调整和适应过程之中。故然, 开展此类研究有其重要的现实意义。  相似文献   

20.
Keppel Bay is a macrotidal embayment on a tectonically stable, tropical coast, which links the Fitzroy River with the Great Barrier Reef continental shelf. Estuaries and deltas act as conduits between catchments and inner shelf environments. Therefore, understanding sediment transport pathways in these complex systems is essential for the management of ecosystems such as coral-reefs that are potentially vulnerable to enhanced river sediment loads. Furthermore, the morphology and sediment dynamics of subtidal sand ridges and dunes are relatively poorly characterised in macrotidal estuaries, particularly in turbid, episodic systems such as the Fitzroy River and Keppel Bay. Our sedimentological analysis of seabed samples, shear-stress modelling and three-dimensional acoustic imaging reveals that Keppel Bay is a mixed wave- and tide-dominated estuarine system. Areas of sediment starvation and shoreward transport characterise the offshore zone, whereas a complex of both active and relict tidal sand ridges, and associated subaqueous dunes, dominate the relatively protected southern Keppel Bay. Transport within this region is highly dynamic and variable, with ebb-dominated sediment transport through tidal channels into the outer bay where there is a switch to wave-dominated shoreward transport. Ultimately, bedload sediments appear to be reworked back inshore and to the north, and are gradually infilling the bedrock-defined embayment. Our characterisation of the Keppel Bay system provides a detailed example of the physiography of the seaward portion of a tide-dominated system, and shows that sediment transport in these areas is influenced by a variable hydrodynamic regime as well as relict channels and bedrock topography.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号