A novel framework for regional collision risk identification based on AIS data

Identification of regional collision risk in water area is of significance for the safety of navigation. However, traditional risk identification models are subject to the limitations in accuracy, short-term identification and traffic characteristics. Herein, a framework was put forward to identify regional collision risk instantaneously based on AIS data. The vessels were clustered by using the spatial clustering method. Afterwards, the framework was divided into two steps. Firstly, collision risk of each cluster was obtained by collision risk and contribution of the vessels within the cluster. An analytical method was adopted to identify collision risk of each vessel from the perspective of vessel pairs. Contribution of each vessel was determined by using improved Shapley value method in game theory. Secondly, regional collision risk was obtained by collision risk and contribution of each cluster. Case studies were carried out based on the AIS data of Northern Yellow Sea in China to validate the validity of the proposed framework. The results show that the proposed framework can effectively identify collision risk in water area, presenting the potential for collision risk monitoring and collision risk analysis of water area.     

海洋生物技术育种的安全性控制与海洋农牧化

海洋基因工程技术产业化前景广阔,市场潜力巨大,是当前世界海洋农牧化技术发展的主流。然而,从环境、生态、生物多样性、人体遗传与健康角度考虑,基因工程技术的发展过程中必须加强安全性控制。从国际经验来看,基因、转基因产品的产业化有较大的推广阻力。离不开市场化运营、政策引导和国家投资。与传统产品相比,在发展基因工程技术的同时,制定与国际接轨的基因技术产品发展政策、生产与控制规程以及相关标准势在必趋。     

西南某巨型水电站地下厂房顶拱安全埋高解析解初步研究

安全埋高是在研究该水电站地下厂房围岩稳定性时所提出的一个重大的工程地质问题,该问题的解决对综合理地设计地下厂房顶拱围岩支护结构具有重要的意义。目前该问题研究较少,本文探索了用结构力学的基本原理来解决安全理高的问题。研究结果表明该方法能够较好地解决该问题。并为进一步用数值模拟分析提供了依据。     

Safety evaluation of breakwaters based on physical and numerical modelling

This paper highlights an integration of physical and numerical methods in evaluating a soil-breakwater system in coastal engineering. Centrifuge modelling is used to reproduce field phenomena and confirm the effectiveness of numerical methods. Numerical simulation incorporating finite element and limit equilibrium analysis is employed to explain the test results quantitatively and evaluate the deformation and stability of the complex soil-structure system. The results of physical and numerical simulation show that the proposed approaches work well and provide useful basis for potential applications to other coastal structures.     

Artisanal fishing in Andalusia (and III): “The Day After…”

During the past 5 years researchers from the University of Cádiz have carried out several studies on artisanal fishing in Andalusia, with the object of determining the state of the fleet and safety on board vessels. These studies have been financed largely with help from the European Union. In this third approach to the topic, the census of the fleet is updated and the changes that have taken place are considered from two perspectives: the influence of the policies implemented by the various governmental authorities, and the dynamic of the new commercial scenarios. For this study special emphasis is given to those communities in the SW of the province of Cádiz where the policies associated with the Treaties with the Kingdom of Morocco have had a decisive impact.     

4株对虾肠道益生菌的筛选及鉴定

采用体外拮抗试验的方法,先从不同生长阶段的对虾肠道中分离的96株细菌中筛选出4株对病原菌（鳗弧菌、副溶血弧菌、哈维氏弧菌）有拮抗作用的细菌;进一步通过固体扩散法和液体混合法确定LV060806、LV060808的产物对鳗弧菌有明显抑制作用,Lv060806、LV060815的产物对副溶血弧菌有明显抑制作用,LV060810、LV060815的产物对哈维氏弧菌有明显抑制作用。溶血试验证实这些菌株不产生溶血素,不具有潜在的致病性;动物安全性实验证实菌株浓度在10^6 cfu／ml以下对实验对虾无明显的毒害作用。随后测定了其16S rRNA基因序列,分析了相关细菌相应序列的同源性,构建了系统发生树,结合菌株表型特征和生理生化特性最终鉴定结果为：LV060806、LV060808为Vibrio natriegens;LV060810、LV060815为V.alginolyticus。     

DRASTIC模型在地下水水源地安全性评价中的应用

地下水水源地是当今社会经济发展和生活的主要水源,水源地安全性评价具有十分重要的意义。DRASTIC法是国际上关于水源地脆弱性评价较为成功的一种方法,它较全面地考虑了与水源地脆弱性有关的各种因素,但鉴于水源地水文地质条件复杂程度、研究精度不一,评价结果往往与实际不符,对水源地安全性评价因子的选取和赋予的内涵上应因地而异。该文依托山东省主要城市饮用水安全保证调查评价项目,在DRASTIC法研究的基础上,将评价因子赋予新的内涵,使之更加符合山东省水源地的实际,并对城市地下饮用水水源地安全性作出评价。     

多煤层开采覆岩破断过程的模型试验与数值模拟

首先分析了研究区煤矿山西组煤层剖面和水文地质特征,针对多煤层联合开采的特点和覆岩的工程地质特征,采用工程地质力学模型实验、数值模拟计算相结合的综合研究方法,分析了多煤层开采的采动影响及岩层动态断裂机理,得出了有关岩层移动参数和多层煤同采时应力分布状态,计算得到了多煤层开采垮落带与导水裂隙带的发育高度分别为32m和81.5m,导水裂隙带高度影响范围已经达到风化带,未形成切冒,局部穿透粘土层。     

Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion

The process of creating man made or “cut” slopes in rock invariably leads to stress relief within the rock mass which in turn induces a certain degree of fracturing and disturbance. The level of disturbance can be particularly significant when the slope is formed using blasting techniques. However, the effects of this disturbance on the overall rock slope stability have not been investigated thoroughly in the current literature. In order to account for rock mass disturbance during construction, a disturbance factor has been included in the Hoek–Brown failure criterion [1]. This paper uses finite element upper and lower bound limit analyses to estimate rock slope stability based on the Hoek–Brown failure criterion whilst including the effect of rock mass disturbance. A rigorous set of analyses have been performed where the level of disturbance is considered as constant or linearly varying throughout the slope. The results are then compared to a number of reported case histories for verification purposes. From the results of this study, the disturbance factor was found to have significant influence on the rock slope stability assessment, especially for poorer quality rock masses. Hence, cautious engineering judgement must be exercised when estimating the level of disturbance. In addition, utilising stability charts to estimate the stability of cut rock slopes without considering the rock mass disturbance may lead to significant overestimations.     

不同地震烈度下边坡稳定性计算实例

按照工程场地地震安全性评价的有关规定，在充分研究场地工程地质，地震地质背景等工作的基础上，采用ＢＩＳＨＯＰ法以某拟建工程场地在不同地震烈度下其边坡的稳定性进行了计算。