Analysis of seabed instability using element free Galerkin method

Wave-induced seabed instability, either momentary liquefaction or shear failure, is an important topic in ocean and coastal engineering. Many factors, such as seabed properties and wave parameters, affect the seabed instability. A non-dimensional parameter is proposed in this paper to evaluate the occurrence of momentary liquefaction. This parameter includes the properties of the soil and the wave. The determination of the wave-induced liquefaction depth is also suggested based on this non-dimensional parameter. As an example, a two-dimensional seabed with finite thickness is numerically treated with the EFGM meshless method developed early for wave-induced seabed responses. Parametric study is carried out to investigate the effect of wavelength, compressibility of pore fluid, permeability and stiffness of porous media, and variable stiffness with depth on the seabed response with three criteria for liquefaction. It is found that this non-dimensional parameter is a good index for identifying the momentary liquefaction qualitatively, and the criterion of liquefaction with seepage force can be used to predict the deepest liquefaction depth.     

Climate-based Monte Carlo simulation of trivariate sea states

Accurate wave climate characterization, which is vital to understand wave-driven coastal processes and to design coastal and offshore structures, requires the availability of long term data series. Where existing data are sparse, synthetically generated time series offer a practical alternative. The main purpose of this paper is to propose a methodology to simulate multivariate hourly sea state time series that preserve the statistical characteristics of the existing empirical data. This methodology combines different techniques such as univariate ARMAs, autoregressive logistic regression and K-means clusterization algorithms, and is able to take into account different time and space scales. The proposed methodology can be broken down into three interrelated steps: i) simulation of sea level pressure fields, ii) simulation of daily mean sea conditions time series and iii) simulation of hourly sea state time series. Its effectiveness is demonstrated by synthetically generating multivariate hourly sea states from a specific location near the Spanish Coast. The direct comparison between simulated and empirical time series confirms the ability of the developed methodology to generate multivariate hourly time series of sea states. Finally, the potential of the proposed methodology to simulate multivariate time series at multiple locations and incorporate climate change issues is discussed.     

Coanda effect in coastal flows

In the present paper some numerical simulations and experiments were carried out to study jet-wall interaction in shallow waters. Namely, modifications of the hydrodynamic field concerning the interaction of river run-off with a shallow coastal water body, due to the presence of marine structures, were investigated. Stratification effects due to salinity and temperature were neglected, and the interest was focused on barotropic features (Coanda effect). The numerical analysis was carried out by means of shallow water equations, numerically solved by finite difference, and the present method was validated by means of a typical simple-shaped test case. The experiments were carried out in a shallow water tank, flow visualizations were performed, and the velocity field was obtained by PIV. The main features of jet-wall interaction flow were investigated in simple-shaped geometries, and applications were shown for two practical cases: Pescara channel harbour (Adriatic Sea, Italy) and the proposed design of Latina harbour (Tyrrhenian Sea, Italy).     

深海系泊法向承力锚模型实验系统

法向承力锚是一种新型的拖曳嵌入式系泊基础.这种锚的工程应用仅有10 a时间.国内在此项技术上尚属空白.通过实验系统的设计,介绍了针对这种新型拖曳锚展开模型实验研究的实验平台.利用一些新型传感器和巧妙的机件设计,不仅实现了实验量测方法的创新,而且达到了经济实用的目的.实验结果也验证了整个系统设计的可靠性.     

中国海岸带及近海科学数据平台研究与开发

基于海洋数据的多样性和时空复杂性的特点,采用目前先进的大型空间数据库管理软件——Oracle9i的ArcSDE,ArcGIS桌面系统,完成了海岸带及近海科学数据平台实体的装载和组织工作,并在ArcObject组件的基础上开发了基于C/S的数据平台的前端管理系统,当前该系统可以实现面向海洋用户的遥感数据无缝拼接、多源数据多种快速查询、提取、影像数据的装载以及影像元数据的管理和修改等多种功能.该系统主要服务对象是涉及国家主管海岸带和近海专业的科研调查部门或个人,自其建立以来已经陆续开展一些应用服务,达到了理想的效果,满足了用户的需求.     

Wave-in-deck loads on coastal bridges and the role of air

Recent failures of coastal bridges during extreme storm events have focused attention on the need for research on wave loading of coastal structures suspended above the still water level. This paper presents findings from large-scale experimental work carried out in the wave basin of the Yokohama Port and Airport Technical Investigation Office. Measurements from physical model tests are used to gain insights on the dynamics of wave-loading of coastal bridges and to derive an “ad-hoc” prediction method for both quasi-static and impulsive wave loads. The effect of openings in the bridge deck is also discussed, and guidance derived for design purpose.     

Numerical and Experimental Analysis of A Ducted Propeller Designed by A Fully Automated Optimization Process Under Open Water Condition

A fully automated optimization process is provided for the design of ducted propellers under open water conditions, including 3D geometry modeling, meshing, optimization algorithm and CFD analysis techniques. The developed process allows the direct integration of a RANSE solver in the design stage. A practical ducted propeller design case study is carried out for validation. Numerical simulations and open water tests are fulfilled and proved that the optimum ducted propeller improves hydrodynamic performance as predicted.     

应用模式输出统计作海雾出现判别预报

应用模式输出统计的逐步判别方法，对山东南部沿海４～７月海雾出现作２４ｈ的判别预报。候选预报因子包括：日本数值预报传真图、近岸台站的观测、经验设计因子及其一些组合因子。对１９９３年４～７月独立资料，进行试报检验，结果表明，预报准确率达７７％     

Design and analysis of tapered stress joint for Top Tensioned Riser system

Stress Joint(SJ) plays a key role in the Top Tensioned Riser(TTR) system for deep water engineering.A preliminary design method of tapered SJ is proposed in the paper,which could help designers obtain accurate design data.After a further sensitive analysis is carried out,the related parameters choice and control methods are recommended in the engineering practice.By taking the extreme environment conditions into consideration,the effects of bending stress reduction and curve control are analyzed,and the 3-D FE models are established by ABQOUS for numerical evaluation to verify the correctness of design results.At last,dynamic analysis and fatigue analysis,based on actual project,are carried out with designed stress joint.The analysis results prove the feasibility and guidance of this method in the practical engineering applications.     

烟台市污水处理深海排放工程设计方案研究与选择

沿海城市污水处理深海排放工程在我国起步较晚，烟台市污水处理深海排放工程我国目前规模最大的同类工程，且已进入施工阶段，本文详细阐述了该工程及水工设计方案，在我国城市污水２深海排放工程领域作了积极有益的探索。     

Undrained strength behaviour of a cemented marine clay under monotonic and cyclic loading

The paper presents the results of a series of monotonic and cyclic triaxial shear tests carried out to study the influence of the strain effect and load cycles on the undrained shear strength of a cemented marine clay from the East coast of India. The undrained shear strength of Indian coastal marine clay has been established from a detailed shear testing carried out in three phases. Undisturbed soil samples taken out from the seabed were used in the test. In the first part, a comprehensive monotonic shear testing has been carried out under both stress-controlled and strain rate-controlled conditions. In the second phase on identical soil specimen, undrained cyclic shear tests were carried out at various cyclic stress ratios (CSR) and these stress levels are chosen in such a way so that no failure occurred during testing. In the final phase post cyclic monotonic shear testing was conducted to qualitatively evaluate the damage caused by cyclic loading. The monotonic shear test results bring out the influence of cementation that can be detected by the stress-controlled test. The cyclic stress results are analysed in terms of CSR. Further, the results are correlated in terms of stress path.     

秋冬季黄东海海雾特性初步分析

海雾是海洋与大气之间热量和水汽相互交换在低层大气中的直接产物。它是一种海上的灾害性天气,对渔业生产、舰船活动都有很大的影响。鉴于海雾的重要性,国内外对海雾的发生、发展及其演变规律,都曾进行过大量的观测和研究,积累了丰富的资料。根据历年来气象资料的统计分析,我国黄、东海区的海雾主要发生在春夏两季,秋冬季是本海区的少雾     

河北曹妃甸沿海海平面变化分析

采用回归分析方法,对曹妃甸现有海平面数据与邻近的塘沽沿海相对应的海平面数据进行相关分析,用建立的回归方程及塘沽历史海平面时间序列,推算了曹妃甸历史海平面时间序列,进而分析了曹妃甸海平面变化特征,同时预测了曹妃甸未来海平面可能上升的高度。分析结果表明:曹妃甸沿海海平面1951—2013年呈长期波动上升趋势,变化年速率为3.2mm/a;1980—2013年上升加快,变化年速率为6.6mm/a,高于同期中国沿海海平面的上升速率;20世纪90年代至2013年上升更进一步加快,变化年速率为11.1mm/a。可为曹妃甸沿海城市规划、滨岸工程设计和防灾减灾提供参考。     

Beach and dune erosion during storm surges

This paper presents the set-up and results of an extensive research programme concerning the erosion of coastal dunes during storm surges. A large number of two-dimensional and three-dimensional mobile-bed model tests has been carried out to investigate the process of dune erosion. The state of art after a series of small-scale tests is summarized. Attention is focussed on large-scale tests carried out in the Delta Flume with random waves up to 2 m significant height. Sediment concentration and orbital velocity measurements are discussed. The large-scale tests have confirmed the validity of a modelling technique based on the dimensionless fall velocity parameter H/Tw. The model results are being applied to check the safety of existing coastal dunes as a water-retaining structure that has to protect the major part of the Netherlands from inundation during storm surges.     

Managing local coastal inundation risk using real-time forecasts and artificial dune placements

Uncertainty in the behaviour of future storm events and extreme water levels means that the introduction of Early Warning Systems for coastal inundation risk at vulnerable local sites becomes increasing paramount. In this study the coupled hydro-morphodynamic model XBeach is used at two sites along the Emilia-Romagna coastline in northern Italy to predict coastal inundation risk in the presence of coastal structures and temporary artificial dunes. These dunes are typically formed by beach scraping and are used on this coastline to protect beach-front infrastructure during the winter period. Coastal inundation risk is defined by the cross-shore distance between the seaward edge of the building and the time-varying waterline predicted by XBeach. A series of synthetic storm events as well as a real-world scenario that caused dune failure at one of the sites are tested. Comparisons between XBeach results and the Van Der Meer empirical formula for wave transmission behind offshore structures show a very strong agreement, while the real-world scenario indicates promising model prediction performance of dune failure at least one day in advance. A new model tool known as DuneMaker is developed that modifies XBeach model grids to simulate the impacts of scraped/placed artificial dunes of varying size, shape and configuration. The use of this tool is demonstrated on the same model test runs, where it is shown that improved dune design can reduce the predicted coastal inundation risk at critical points of vulnerability identified by the model.     

臭氧化消毒技术在海水消毒中的应用

本文从理论出发，通过大量的小型模拟实验，确立了海水流量、臭氧投加量、消毒时间三者的关系，从而制定了利用臭氧进行海水消毒净化工程的工艺流程。又经过实际工程的验证，其工艺流程是可行的，结果优于设计要求，从而创立了国内第一家利用臭氧进行海水消毒净化的优质工程，为沿海城镇以海水替代淡水提供了一个新的途径。     

An individual-based population dynamic model for estimating biomass yield and nutrient fluxes through an off-shore mussel (Mytilus galloprovincialis) farm

The fluxes of carbon, nitrogen and phosphorus through an off-shore long-line Mytilus galloprovincialis farm during a typical rearing cycle were estimated by combining a simple population dynamic model, based on a new individual model, and a set of field data, concerning the composition of the seston, as well as that of mussel meat and faeces. The individual model, based on an energy budget, was validated against a set of original field data, which were purposely collected from July 2006 to May 2007 in the North-Western Adriatic Sea (Italy) and was further tested using historical data. The model was upscaled to the population level by means of a set of Monte Carlo simulations, which were used for estimating the size structure of the population. The daily fluxes of C, N and P associated with mussel filtration, excretion and faeces and pseudo-faeces production were integrated over the 10-month-long rearing cycle and compared with the total amount of C, N and P removed by harvesting. The results indicate that the individual model compares well with an existing literature model and provides reliable estimations of the growth of mussel specimen over a range of trophic conditions which are typical of the Northern Adriatic Sea coastal area. The results of the budget calculation indicate that, even though the harvest represents a net removal of phosphorus and nitrogen from the ecosystem, the mussel farm increases the retention time of both nutrients in the coastal area, via the deposition of faeces and pseudo-faeces on the sea-bed. In fact, the amount of nitrogen associated with deposition is approximately twice the harvested one and the amount of phosphorus is approximately five times higher. These findings are in qualitative agreement with the results of literature budget and model calculations carried out in a temperate coastal embayment. This agreement suggests that the proper assessment of the overall effect of long-line mussel farming on both the benthic and pelagic ecosystem asks for an integrated modelling approach, which should include the dynamic of early diagenesis processes, as well as of that of nutrients released from the surface sediment.     

基于加权贝叶斯网络的海洋灾害评估与管理

在全球气候变化背景下,海洋灾害的群发性、难以预见性和灾害链效应日显突出,带来的损失逐年上升,开展海洋灾害评估对于海洋经济建设、资源开发和工程建设具有重要的现实意义。文章首先基于风险理论剖析了海洋灾害风险的不确定性特征,构建了灾害评估指标体系;然后基于贝叶斯网络模型,提出了处理不确定性灾害评估的风险贝叶斯网络,进而基于主客观定权,构建了加权贝叶斯网络评估模型;最后对我国沿海地区海洋灾害开展评估研究。实验表明,该评估模型实现了海洋灾害的风险评估,具有一定的科学性和可行性。     

Iran's Integrated Coastal Management plan: Persian Gulf,Oman Sea,and southern Caspian Sea coastlines

Iran, having two separate coastlines at its north and south of about 3000 km length, with very different characteristics, suffers from various coastal problems. While its northern coastal area is over-populated and its sensitive and unique habitats must be protected from destruction, most of its southern coastal areas are undeveloped and deserted. Intense oil and gas exploitation activities in the Caspian Sea region and occurrence of two wars in the Persian Gulf during the last two decades have rendered hydrocarbon pollution a major issue for this country's marine and coastal environment. Biodiversity is under threat in some areas and natural resources are deteriorating. To overcome the problems, Integrated Coastal Management has been considered by Iran's government as a long-term solution. In Iran's ICZM study project, baseline studies along with social, economical, and spatial planning studies in the coastal provinces are carried out in order to achieve the desired outcomes as a number of strategic plans for the coastal areas that are to be implemented by a coastal management entity. Providing the required laws and regulations for establishing such a management body is also under way. In this paper after reviewing Iran's coastal zone characteristics and problems, the long-term goals, strategies, and policies for sustainable management of Iran's coastal areas are outlined. Then, the ICZM study procedure and its prospected outcomes are explained, and importance of some of the findings of Iran's ICM is emphasized. Finally, some challenges including having two separate and different coastlines at the north and south of the country and their effects on the Iran's ICZM plan are discussed.