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1.
Improvements in riparian management, such as shrub/tree planting and livestock exclusion, are often assumed to result in reduced stream bank erosion and associated catchment sediment yield. Studies that quantify the effectiveness of riparian interventions aimed at reducing bank erosion and river sediment yields are, however, rare. This paper discusses how bank erosion processes can vary throughout catchments (with particular reference to their scale dependence) and hence how the effectiveness of different riparian interventions can be variable. The findings of known published accounts of the effectiveness of riparian management interventions for reducing stream bank erosion in New Zealand are also summarised. Only nine relevant studies were identified and most used qualitative or semi-quantitative analysis methods. Most studies compared stream banks in pasture catchments (with unlimited livestock access) with stream banks where livestock were excluded and riparian shrubs/trees were present. Many studies reported that managed stream banks were in better condition than unmanaged banks. The exclusion of livestock from riparian areas was generally reported as the principal factor in the measured improvements or differences. Only two studies specifically attributed reduced stream bank erosion to the presence of riparian vegetation. The dearth of research identified here highlights the need for further quantitative studies to determine the effectiveness of riparian management measures for reducing bank erosion.  相似文献   

2.
渤海海峡区域现代沉积速率分布的数值计算   总被引:4,自引:0,他引:4       下载免费PDF全文
利用平面二维数值模型 ,计算了渤海海峡沉积速率的平面分布 ,计算结果与210Pb测年数据较为一致。渤海海峡中部泥区是现代泥质沉积区 (堆积速率<2mm/a) ,沉积速率分布趋势为南高北低 ;山东半岛北部近岸泥区的堆积速率在1mm/a以下。研究区西北部为海底冲刷区 ,其中渤海海峡北侧的老铁山水道附近为最强冲刷区 ,冲刷速率高达9mm/a。  相似文献   

3.
《Marine Policy》1999,23(4-5):453-463
In the UK, cost–benefit analysis of coastal protection schemes that expect to receive grant assistance is required by H.M. Government. A recommended procedure for evaluating the recreational benefits of coastal protection is based on a variant of contingent valuation methodology (CVM), and involves the estimation of the gains and losses in the value of enjoyment by beach users associated with different project scenarios (including the option of allowing erosion to occur). The paper reports the results of a study which applies this approach to coastal protection at an important UK seaside resort. It focusses on the suitability of the value of enjoyment (VOE) elicitation method, and stresses the need to test the validity of the results from all such studies that apply this approach.  相似文献   

4.
《Coastal Engineering》2005,52(10-11):819-840
The purpose of this paper is to present methods and examples of economic valuation in the framework of cost–benefit analysis of coastal defense schemes. We summarize the concepts of value in economics and their application to coastal erosion defense. We describe the results of an original benefit transfer exercise on beach recreation, that is, whether and how values known for some sites can be used to assess the value of some other sites. We present six original case studies on the valuation of the benefits of coastal erosion defense; four of them focus on beach recreation in Italy, one focuses on the conservation of the Venice heritage, and one on biodiversity in The Netherlands. The results of the case studies are illustrative of the diversity of values for the many types of non-marketed assets that may be protected from sea erosion.  相似文献   

5.
湛江湾填海工程对海床冲淤的影响预测   总被引:2,自引:0,他引:2  
建立了湛江湾泥沙数学模型,模拟了湛江湾海床冲淤演变,模拟结果表明,湛江湾海床较为稳定,年冲淤强度小,模拟冲淤分布与历史海图资料得出的长期演变趋势符合。模型用于湛江湾围填工程对海床冲淤变化的影响预测,结果表明工程后海床冲淤强度没有明显的改变。另外,优选了围填方案,估计了港池的淤积强度。  相似文献   

6.
海底管道中颗粒侵蚀是油气输送过程面临的一个重要问题,也是流动保障的一个重要分支。弯头和T型堵头管是油气生产中最易于发生颗粒侵蚀的管道组件。首先使用剪切压力传输模型(SST)计算管道内流场,使用拉格朗日方法跟踪颗粒运动轨迹,结合颗粒随机反弹模型,建立跟踪复杂流场中大规模颗粒运动轨迹的一般方法;之后引入四种颗粒侵蚀公式,预测弯头、T型堵头管的砂粒侵蚀结果,并结合实验数据,比较分析各侵蚀公式的精度与适用性。分析结果表明,对于弯头,四种侵蚀公式的数值结果与实验结果均吻合良好,其中Tabakoff的侵蚀公式具有较高的精度和较好的适用范围;对于T型堵头管,数值方法对颗粒运动机理的模拟尚存缺陷,需做进一步改进。  相似文献   

7.
In the last few decades, seafloor imagery systems have drastically changed our vision of a mostly regular and depositional marine landscape, evidencing how erosive and mass-wasting processes are widespread in the marine environments, with particular reference to geologically-active areas. Most of the previous studies have focused on the characterization of these features, whereas a very few ones have tried to estimate what is the extent and order of magnitude of erosion rates in these areas. In this paper, we show several examples from some of the most geologically-active margins off Southern Italy aimed to a) quantify the spatial extent of such processes, b) better understand the role of submarine erosion in the morphogenesis of the coastal sector, and c) try to roughly estimate the order of magnitude of erosion rates in these areas. The results are impressive, with mass-wasting features widespread from coast down to −2600, affecting from the 52% up to 97% of the whole continental slope. Because of the narrow or totally lacking shelves in these areas, mass-wasting processes often occur close to the coast and match embayment of the coast, so indicating a key role in the morphogenesis of coastal sector, with significant implication on the related geohazard. Finally, based on a morphological approach integrated by available stratigraphic constraints we have roughly estimated average erosion rates in these areas, ranging from (at least) some mm/year to a few cm/year, i.e., some hundreds of meters up to kilometers eroded in each eustatic cycle. Despite the large uncertainties of these estimates as well as their spatial and temporal variability in response to regional and local factors, the obtained values are very high and they should be considered for future model of margin evolution, source-to-sink computation and marine/coastal geohazard assessment.  相似文献   

8.
Two methods for the investigation of suspended particulate matter (SPM) transport in the North Sea are presented: numerical modeling and remote sensing by satellite. The principles and the main components of the two methods are outlined. The numerical model uses a particle tracer method for the simulation of advective transport. It takes into account the interaction with the sediment bed (deposition, erosion). Remote sensing uses data of the Coastal Zone Colour Scanner (CZCS). The physical background of remote sensing is outlined and an inverse modeling procedure for evaluation of the satellite images is described. Data obtained with the two methods are compared with each other and with ship measured data which shows the strong and the weak points of each method. The combined use of field measurements, satellite observations, numerical modeling and specific in situ process studies is recommended as the most effective way to investigate SPM transport  相似文献   

9.
长江口南汇边滩冲淤变化规律与机制   总被引:2,自引:2,他引:0  
根据1842—2004年海图资料分析发现,南汇边滩存在近百年尺度的强烈冲刷—淤积旋回。长江主泓走南港或北港是造成冲刷期"北滩、东滩淤积,南滩、过渡带冲刷"或淤积期冲淤态势反相的主要原因;冲刷期内风暴强度和频数明显多于淤积期,造成冲刷期滩面叠置记忆的是暴风浪成因的"高滩冲刷、低滩淤积"的冲淤态势,而淤积期保存的是弱风浪成因的"高滩淤积、低滩冲刷"叠置增强的剖面特征。尽管三角洲整体冲淤态势的转变主要受流域来沙量的控制,但不同岸段受河口河势分水分沙作用、潮流和波浪等共同作用,明显存在此冲彼淤、冲淤动态调整等特征。已有的入海泥沙含量阈值研究以点代面或以局部代整体,这是造成阈值估算偏高的主要原因。2003年三峡水库开始蓄水后平均年输沙量154 Mt/a已低于低阈值184 Mt/a,但三角洲尚未如预测那样发生由净淤积向净侵蚀的转变。已有的河口水文观察资料显示,水体含沙量也未发生明显下降,这可能是潮控型三角洲潮流对泥沙在河口的再分配起主导作用,并可能由此延长三角洲冲淤转变对入海泥沙量减少的滞后。今后需进一步加强潮控型河口复杂过程的综合研究,提高对泥沙含量阈值估算和应对可能面临的海岸侵蚀及其相关的环境地质灾害的能力。  相似文献   

10.
海滩泥沙促淤防冲技术研究进展与展望   总被引:2,自引:0,他引:2  
将海滩泥沙的促淤防冲技术方法按结构物的型式分为3大类:实体不透水型、生态型和其他新颖结构型式。分别阐述了这3类型式的作用机理以及应用中应考虑的主要因素;结合这3类技术在海岸工程中的应用实例及其效果分析,分别总结其优缺点。介绍了促淤防冲技术的最新发展动态,指出安全、经济、高效和环保是其发展趋势,建议采用施工易、造价低和阻水小的结构和轻质材料。  相似文献   

11.
The marine polychaete Diopatra cuprea (Bosc) produces tubes that protrude above the sediment surface. To the part above the sediment surface the worm attaches foreign particles. A sharp boundary separates the parts above and below the sediment surface. With subsequent erosion, part of the tube without attached particles becomes exposed and this exposed part indicates the amount of erosion. With subsequent sedimentation, the tubes are enlarged upward and the sharp boundary is found below the sediment surface indicating the amount of subsequent sedimentation. This mode of construction of tubes during an average life span of two years renders tubes as simple but excellent natural tools for precise and easy measurement of the latest annual rates of erosion and deposition in coastal areas, data that are essential for the solving of coastal engineering and geoenvironmental problems. Comparison of this tool with expensive long-term coastal profiling data in four areas in the Bay of Bengal coast indicates its correctness and high applicational value.

This revised model can be applied to modern coastal environments only for calculating latest annual rates of both erosion and deposition as correctly as latest physical techniques. Being based on the similar organosedimentary principle, it distinctively contrasts with the earlier model of Myers which provides information on the amount of sediment accumulation only without any time connotation and, it may generate erroneous results if applied to the geologic past unless some limitations evolved in the processes of dewatering, compaction, lithification and diagenesis are removed.  相似文献   

12.
The marine polychaete Diopatra cuprea (Bosc) produces tubes that protrude above the sediment surface. To the part above the sediment surface the worm attaches foreign particles. A sharp boundary separates the parts above and below the sediment surface. With subsequent erosion, part of the tube without attached particles becomes exposed and this exposed part indicates the amount of erosion. With subsequent sedimentation, the tubes are enlarged upward and the sharp boundary is found below the sediment surface indicating the amount of subsequent sedimentation. This mode of construction of tubes during an average life span of two years renders tubes as simple but excellent natural tools for precise and easy measurement of the latest annual rates of erosion and deposition in coastal areas, data that are essential for the solving of coastal engineering and geoenvironmental problems. Comparison of this tool with expensive long-term coastal profiling data in four areas in the Bay of Bengal coast indicates its correctness and high applicational value. This revised model can be applied to modern coastal environments only for calculating latest annual rates of both erosion and deposition as correctly as latest physical techniques. Being based on the similar organosedimentary principle, it distinctively contrasts with the earlier model of Myers which provides information on the amount of sediment accumulation only without any time connotation and, it may generate erroneous results if applied to the geologic past unless some limitations evolved in the processes of dewatering, compaction, lithification and diagenesis are removed.  相似文献   

13.
我国淤泥质海岸侵蚀研究现状与展望   总被引:2,自引:0,他引:2  
系统总结了20世纪80年代以来我国淤泥质海岸侵蚀研究的新进展,着重对现代黄河三角洲、长江三角洲与杭州湾北岸以及苏北废黄河三角洲的侵蚀状况、机理、模式模型、灾害评价及防护对策等进行了综述,展望了今后我国淤泥质海岸侵蚀研究的主要内容,即加强对非周期性事件的野外现场观测及作用评估,加强侵蚀因素的定量研究,提高岸线判别精度,完善并推广数值计算模式模型,加强侵蚀灾害的综合评价等。  相似文献   

14.
Giao Thuy and Hai Hau coasts are located in Nam Dinh province, Vietnam, with a total coastline of 54.42 km in length. The sea-dike system has been seriously damaged and there have been many dike breaches which caused floods and losses. This situation is considered of a general representative for coastal area in the northern part of Vietnam. A variety of studies have shown that the gradient in the longshore sediment transport rate and the offshore ?ne sediment lost are the main mechanisms causing the beach erosion. This study presents a field investigation of the beach profiles at Giao Thuy and Hai Hau beaches. Three types of empirical functions for the equilibrium beach profile are applied and compared with the observations. Results show that all observed beach pro?les can be described by a single function. However, one specific equilibrium pro?le equation is not sufficient to assess all beach pro?les. In Section 1 of Giao Thuy and Section 3 of Hai Thinh beaches, beach profiles are consistent with the logarithmic function, while the exponential function fits well in Section 2. This difference is explained with respect to coastal morphology, sediment characteristics and hydrodynamic conditions which vary in site. An analysis of the validity of the beach profile functions is recommended for the numerical modeling and engineering designs in this area.  相似文献   

15.
The role of relative sea-level rise as a cause for the rapid erosion of Louisiana's barrier island coast is investigated through a numerical implementation of a modified Bruun rule that accounts for the low percentage of sand-sized sediment in the eroding Louisiana shoreface. Shore-normal profiles from 150 km of coastline west of the Mississippi delta are derived from bathymetric surveys conducted during the 1880s, 1930s and 1980s. An RMS difference criterion is employed to test whether an equilibrium profile form is maintained between survey years. Only about half the studied profiles meet the equilibrium criterion; this represents a significant limitation on the potential applicability of the Bruun rule. The profiles meeting the equilibrium criterion, along with measured rates of relative sea-level rise, are used to hindcast shoreline retreat rates at 37 locations within the study area. Modeled and observed shoreline retreat rates show no significant correlation. Thus, in terms of the Bruun approach, relative sea-level rise has no power for hindcasting (and presumably forecasting) rates of coastal erosion for the Louisiana barrier islands.  相似文献   

16.
Riverbank erosion is an important component of catchment sediment budget models but remains one of the least well-understood processes, particularly at large spatial scales. Here, we develop and test a new bank migration model in New Zealand for large catchment applications that (1) better represents spatial variability in factors influencing bank erosion and (2) improves predictive performance. We represent bank migration rates as a function of reach-scale stream power, channel sinuosity, soil texture, valley confinement, riparian woody vegetation and channel protection works. The new model significantly improves prediction compared to the SedNetNZ model. Comparison of measured bank migration rates with individual variables shows percent silt + clay derived from soil maps exhibited the strongest correlation, whereas other variables were non-significant. The model results demonstrate that improved prediction can be achieved by combining spatial representation of multiple factors over large areas, despite low correlation between individual variables and bank migration rates.  相似文献   

17.
漠阳江入海口东侧海岸侵蚀现状及成因分析   总被引:1,自引:0,他引:1  
对漠阳江入海口东侧海岸的侵蚀情况进行了详细的野外调查,在2年的调查时间内对监测岸段的海岸线位置及海滩地形开展了5次重复测量。各次测量结果的对比表明,漠阳江入海口东侧海岸遭受了严重的侵蚀,岸线平均后退速率达15m.a 1;海滩地形剖面的动态变化则显示海岸侵蚀和淤积情况随季节而改变,在2008年台风"黑格比"登陆后,研究区岸线大幅后退,岸滩地形发生了深刻变化。通过对研究区海岸侵蚀特点的分析,认为砂质海岸的脆弱性和水动力作用是该区海岸侵蚀的基本条件,风暴潮是造成该区海岸严重侵蚀的重要因素;另外,人类活动也加剧了研究区的海岸侵蚀。  相似文献   

18.
Indian River Inlet is located at roughly the mid-point of the Atlantic coast of Delaware and connects the ocean to two Delaware inland bays. Jetties constructed in 1940 have maintained the inlet for navigation purposes but have also acted as a barrier to net northerly alongshore sediment transport causing downdrift erosion. A mobile, land-based bypassing system was initiated in 1990 in an effort to counteract this erosion. Beach profile data from 1985 (pre-bypassing) until 2008 are used to investigate the effect of the sand bypassing system on beaches adjacent to the inlet. The downdrift beach experienced horizontal shoreline erosion between 10 and 60 m during the pre-bypassing period but accreted 10–20 m during the bypassing period. The mean shoreline location on the updrift beach during bypassing is 10–20 m landward (erosion) of its position during the pre-bypassing period. Empirical orthogonal function (EOF) amplitudes from analyses performed on mean-removed elevation surfaces during the periods of highest bypassed volume (average of 83% of design rate) showed that the influence of the bypassing system on the downdrift beach extends to about 1500 m of the inlet. An EOF analysis showed that different morphologic responses were evident following the initiation of bypass operations. Temporal variations of shoreline and beach morphology were correlated to the temporal variations in bypassing rates on the downdrift beach only. The downdrift beach response was greatest near the inlet for larger bypassing volumes. Correlation in these instances occurred with a roughly 1-year time lag suggesting that the beach quickly redistributes the bypassed sand. EOF amplitude and shoreline response are weakly correlated to bypassed volumes when the system bypassed smaller volumes (average of 56% of design rate) of sand suggesting that there is a minimum bypassing rate, regardless of yearly variability, below which the effect on the downdrift beach is obscured.  相似文献   

19.
Multi-annual sedimentological observations on tidal-flat sediments were carried out in Hampyong Bay, southeastern Yellow Sea, to infer the budget of modern muddy sediments in the bay. Sedimentation rates over a four-year period show contrasting types of seasonal sedimentary cycles occurring in the tidal flats within the elongated bay. Both sides of the bay are largely sheltered from winter waves, resulting in surface mud deposition during winter and erosion during summer. In contrast, tidal flats along the head of the bay are influenced by winter waves, resulting in a reversed trend where erosion occurs during winter and deposition during summer. Tidal flats near the bay-mouth, however, show a sedimentary cycle disrupted by the construction of sea walls undergoing consistent erosion throughout the observational period. The shoreline artificially straightened seems to cause tidal currents to bypass the tidal flat and hence to be much stronger. These differences in sedimentary cycles suggest the critical importance of the orientation of tidal flats relative to the propagating direction (from N–NW) of the monsoon winter-storm waves on the tidal-flat sedimentation in the eastern coastal area of the Yellow Sea. The preliminary budget estimation for the tidal-flat mud suggests that the tidal flats in Hampyong Bay are subject to the slight but consistent erosion as a whole.  相似文献   

20.
Thermoterraces in syngenetic ice complexes are widespread along the erosion dominated Yakutia Arctic coast. Thermoterraces progressively record quantitative information about their existence, which may be used to determine the mean shore retreat rate during the time they are present. Initial measurements of four thermoterraces on the south coast of the Dmitry Laptev Strait were carried out by the authors in 2002 and shore retreat rates were calculated. Comparison of erosion rates obtained using thermoterrace dimensions and geodetic survey results with those determined using aerial photographs showed that erosion rate values obtained in these two ways are approximately of the same order.  相似文献   

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