交通地理网络分析模型的实现

首先介绍了网络分析的概念,接着介绍了交通网络的基本要素,然后建立了交通网络的模型,通过确定影响交通体系中网络流的因素,实现了最优路径的选择,最后用具体的数据验证了模型的合理性。     

海塘滩涂管理信息分类编码与图式标准研究

归纳整理了涉及海塘滩涂管理的信息数据,界定了海塘滩涂管理信息的各种术语,规定了海塘滩涂管理信息的分类体系和编码,确定了海塘滩涂管理信息的GIS图式符号标准,制定了海塘滩涂管理信息的属性表,为海塘滩涂管理信息的采集、存储、共享和交换奠定了基础。     

无法到达区动态定位方法研究

研究了在动态条件下对人员无法到达区目标定位的方法,分别研制了GPS激光测距定位系统和GPS近景信息采集系统。设计了水上动态实验,分析了两套系统的定位精度,验证了两套系统在动态测量模式下的可用性,提出了对人员无法到达区目标定位的新手段。     

渤海油田电潜泵从采购模式到租赁模式实践

电潜泵是海上平台重要的采油设备,它的供货周期和生产时效关系到整个油田的产量和成本。以渤海油田为例,介绍了电潜泵从采购到租赁模式的转换,简化了电潜泵的采办程序,缩短了供货周期,提高了作业时效,延长了电潜泵的检泵周期。租赁模式的推广应用,取得了明显的效果。     

陆源污染物对连云港海域环境影响研究

应用沿深平均二维模型模拟了连云港海域的潮流场,分析了该海域的潮波特性,在此基础上,应用扩散方程对连云港海域的水污染扩散进行了数值模拟,得到了港域水体的半交换期;比较分析了西大堤对该水域水交换的影响;计算了港域水体的Lagrange余流场,并分析了其对污染物运移的影响,得到了港域几个典型位置的Lagrange轨迹;计算了港域的纳潮量,综合分析了港域水体的物理自净能力。     

全垫升气垫船操纵运动仿真研究

操纵性是气垫船最重要的性能之一，本文介绍了全垫升气垫船操纵性能的仿真研究，首先，利用平面运动机构进行了约束船模试验，测得了作用在气垫船上的水动力，然后，进行了仿真计算，预报了气垫船的回转运动，并讨论了直线稳定性     

海底接驳盒装置的散热结构设计及其热分析

针对海底接驳盒装置的散热方式及结构进行了研究探讨.基于热传导散热机理,设计了一种圆柱内壁面结合螺杆顶紧的散热结构,使接驳盒装置的散热效率有所提高.针对所设计的散热结构进行了不同温度下不同发热功率下的仿真实验,得到了相对应的最高温度曲线.还进行了水箱接驳盒装置的散热实验,与所得有限元仿真数据进行了横向对比,进一步确定了所设计散热结构的合理性.     

辽宁省海洋渔业综合管理数据服务平台建设概述

本文介绍了辽宁省海洋与渔业信息化现状,分析了现有系统存在的不足,并在此基础上建设了辽宁省海洋渔业综合管理数据服务平台,对现有信息化系统进行了梳理,实现了全省教据资源的统一管理与共享;开发了若干面向业务应用的子系统,实现了对海洋渔业管理的全方位支持;建设了数据交换共享标准与服务接口,为日后的信息化建设提供了有力的技术支撑手段。     

葫芦岛港柳条沟港区规划潮流泥沙数模研究

建立了基于不规则三角形网格的考虑波浪作用的潮流泥沙数学模型,在对模型进行充分验证的基础上,对葫芦岛海域的潮流、泥沙场的进行了数值模拟,对该海区的潮流扬、泥沙场特征进行了分析;对萌芦岛港柳条沟港区规划方案进行了潮流、泥沙场模拟研究。详细分析了工程前后港池和航道的流扬变化,计算了航道的横流,预报了规划港区港池和航道的泥沙年淤积量,为港区的规划设计提供了科学依据。     

深海微生物培养模拟平台温度控制技术研究

针对深海微生物培养系统对温度条件的苛刻要求,在分析系统构成及建模的基础上,介绍了一种对系统的两级滞后环节采用了PI控制和双Smith预估反馈的方法,通过内环和外环Smith预估控制,精确的消除了温度控制系统中滞后延迟环节的影响,提高了PI控制强度,减少了超调,提高了系统动态响应和稳态精度。在系统Matlab仿真和实际实验中得到了良好的效果,满足系统的精度要求。     

水泥混凝土路面施工探讨

结合宁连一级公路连云港段10km水泥混凝土路面和连云港市新牛线及连云港市玉凤路水泥混凝土路面施工经验,对水泥路面常见病害进行了分析,以期找到一套完整可行的水泥混凝土路面的施工方法。     

浅析石灰粉煤灰稳定土的施工

对高速公路工程石灰粉煤灰稳定土路面底基层施工进行总结，并对石灰粉煤灰稳定土路面底基层施工提出了一些质量建议。     

Experimental study on mechanism of sea-dike failure due to wave overtopping

This work, which was largely a fruit of China's national marine hazard mitigation service, explicitly reveals the major mechanism of sea-dike failure during wave overtopping. A large group of wave-flume experiments were conducted for sea dikes with varying geometric characteristics and pavement types. The erosion and slide of the landward slope due to the combined effect of normal hit and great shear from overtopping flows was identified the major trigger of the destabilization of sea dikes. Once the intermittent hydrodynamic load and swash caused any deformation (bump or dent) of the pavement layer, pavement fractions (slabs or rubble) on the slope started to be initiated and removed by the water. The erosion of the landward slope was then gradually aggravated followed by entire failure within a couple of minutes. Hence, the competent velocity would be helpful evaluate the failure risk if as well accounted in standards or criteria. However, the dike top was measured experiencing the largest hydrodynamic pressure with a certain cap while the force on the wall increased rapidly as the overtopping intensity approached the dike-failure threshold. The faster increase of the force on the wall than on the landward slope yielded the sequencing of loads reaching hypothetic limits before failure as: dike top – top-mounted wall – landward slope. Therefore, beside the slide failure, the fatigue damage due to the instantaneous hydrodynamic impact might be another mechanism of the dike failure, which did not appear in the experiment but should be kept in mind. Instead of the widely adopted tolerable overtopping rate, a 0.117–0.424 m³/(m s) range of overtopping discharge and a 10 m/s overtopping velocity for the failure risk of typical sea dikes along China's coastlines were suggested, which enables the possible failure risk prediction through empirical calculations. The failure overtopping rate was identified strongly dependent on the pavement material, the landward slope and the dike-mounted wall but showed little variation with the width of the dike top. The flat concrete pavement and gentle landward slopes are suggested for the dike design and construction. For given configurations and hydrodynamic conditions in the experiment, the dike without the wall experienced less overtopping volume than those with the 1-m top-mounted wall. Meanwhile, the remove of the wall increased the failure overtopping rate, which means a certain increase of the failure criterion. Thus, care must be taken to conclude that the dike-mounted wall seems not an entirely appropriate reinforcement for the stability and safety of coastal protections. This should be further checked and discussed by researchers and engineers in the future.     

滑模摊铺机在混凝土路面施工中的应用

泰曲路(泰安-曲阜)改造工程三合同段的混凝土路面采用滑模摊铺机进行施工,滑摸摊铺机在不用固定模板的情况下可以连续完成摊铺、振动、刮平、成形、抹光以及打设传力杆等工序,工艺先进,具有一定的推广价值。     

基于时序InSAR的珠江口大面积地面沉降监测

珠江口是我国沿海地面沉降灾害较严重地区之一,长期地面沉降威胁着人类生产生活的质量和安全。针对传统InSAR在河口等沿海地区空间采样率不足的现状,采用基于KS检验和特征分解的DS-InSAR时序分析方法,获得了珠江口地区2015—2018年间地面沉降监测数据,并分析了几处沉降严重地区的沉降特征和原因。采用的DS-InSAR方法在沥青路面、裸土等非城市区域提取了较大密度的高相干点,提高了时序InSAR形变反演的精度。研究表明,研究区域总体呈地面沉降趋势且分布不均匀,珠江三角洲西北部和东南部为主要沉降区,最大沉降速率可达25 mm/a,珠江口西岸沉降相对东岸分布更广,沉降量更大。     

Experimental analysis of breakwater stability with antifer concrete block

Armor is a pavement made of erosion-resistant materials like a stone or concrete that is constructed to protect breakwater, coasts, and other coastal line features against erosion. These armors are a kind of protective layer made of stone or concrete, used in breakwater constructions or coastal lines, arrayed with specific regular or irregular pattern on the breakwater or the coast. The antifer concrete blocks have almost cubic form, often changed into frustum by adding inclined plates to their sides. One of the most important advantages of these armors is their diversified regular and irregular placement patterns. In this study, using the physical modeling and different tests, the stability level of antifer concrete blocks was evaluated considering the decrease of the armor weight. Results of this study show that by a 10% decrease in the block weight, the failure graph slope is increased and the damage is intensified.     

超百年一遇强降雨对厦门岛沙滩影响研究

2018年5月7日厦门岛遭遇了超百年一遇的强降水,对岸滩造成了严重影响。文章采用现场测量、无人机航拍等方法,通过对冲毁岸滩进行现场调查与测量,发现厦门岛东南部10.78km的滨海沙滩岸段,共有10个岸段的沙滩发生明显冲刷,受损岸线总长度为6.1km(占比57%),形成了28条冲刷沟,沙滩遭受的侵蚀面积为20286m²,冲刷量超过4万m³。分析其原因,主要是海岸带开发利用时,不透水面增多且具有一定的坡度,加之后方陆域地下排洪管涵排水,当短期强降水发生时,局部地形集中汇水后急速冲向海岸,导致海岸侵蚀垮塌和后退,沙滩冲刷成沟而流失大量海砂。针对不同沙滩的冲刷程度与影响机制,提出了相应的整治修复方案,可为今后沙滩维护保养提供参考。     

Traces of dissolved particles,including coccoliths,in the tests of agglutinated foraminifera from the Challenger Deep (10,897 m water depth,western equatorial Pacific)

We examined four multilocular agglutinated foraminiferan tests from the Challenger Deep, the deepest point in the world's oceans and well below the depth at which biogenic and most detrital minerals disappear from the sediment. The specimens represent undescribed species. Three are trochamminaceans in which imprints and other traces of dissolved agglutinated particles are visible in the orange or yellowish organic test lining. In Trochamminacean sp. A, a delicate meshwork of organic cement forms ridges between the grain impressions. The remnants of test particles include organic structures identifiable as moulds of coccoliths produced by the genus Helicosphaera. Their random alignment suggests that they were agglutinated individually rather than as fragments of a coccosphere. Trochamminacean sp. C incorporates discoidal structures with a central hole; these probably represent the proximal sides of isolated distal shields of another coccolith species, possibly Hayaster perplexus. Imprints of planktonic foraminiferan test fragments are also present in both these trochamminaceans. In Trochamminacean sp. B, the test surface is densely pitted with deep, often angular imprints ranging from roughly equidimensional to rod-shaped. The surfaces are either smooth, or have prominent longitudinal striations, probably made by cleavage traces. We presume these imprints represent mineral grains of various types that subsequently dissolved. X-ray microanalyses reveal strong peaks for Ca associated with grain impressions and coccolith remains in Trochamminacean sp. C. Minor peaks for this element are associated with coccolith remains and planktonic foraminiferan imprints in Trochamminacean sp. A. These Ca peaks possibly originate from traces of calcite remaining on the test surfaces. Agglutinated particles, presumably clay minerals, survive only in the fourth specimen (‘Textularia’ sp.). Here, the final 4–5 chambers comprise a pavement of small, irregularly shaped grains with flat surfaces and no obvious intervening cement. Our observations suggest that (1) small biogenic particles can reach the deepest parts of the ocean intact in rapidly sinking phytodetrital aggregates or faecal pellets and (2) some agglutinated foraminifera living at extreme hadal depths construct a test from biogenic or detrital particles, which subsequently dissolve, leaving imprints and other remnants in the organic matrix of the test.     

High-resolution seafloor mapping using the DSL-120 sonar system: Quantitative assessment of sidescan and phase-bathymetry data from the Lucky Strike segment of the Mid-Atlantic Ridge

High-resolution, side-looking sonar data collected near the seafloor (100 m altitude) provide important structural and topographic information for defining the geological history and current tectonic framework of seafloor terrains. DSL-120 kHz sonar data collected in the rift valley of the Lucky Strike segment of the Mid-Atlantic Ridge near 37° N provide the ability to quantitatively assess the effective resolution limits of both the sidescan imagery and the computed phase-bathymetry of this sonar system. While the theoretical, vertical and horizontal pixel resolutions of the DSL-120 system are <1 m, statistical analysis of DSL-120 sonar data collected from the Lucky Strike segment indicates that the effective spatial resolution of features is 1–2 m for sidescan imagery and 4 m for phase-bathymetry in the seafloor terrain of the Mid-Atlantic Ridge rift valley. Comparison of multibeam bathymetry data collected at the sea-surface with deep-tow DSL-120 bathymetry indicates that depth differences are on the order of the resolution of the multibeam system (10–30 m). Much of this residual can be accounted for by navigational mismatches and the higher resolving ability of the DSL-120 data, which has a bathymetric footprint on the seafloor that is 20 times smaller than that of hull-mounted multibeam at these seafloor depths (2000 m). Comparison of DSL-120 bathymetry with itself on crossing lines indicates that residual depth values are ±20 m, with much of that variation being accounted for by navigational errors. A DSL-120 survey conducted in 1998 on the Juan de Fuca Ridge with better navigation and less complex seafloor terrain had residual depth values half those of the Lucky Strike survey. The quality of the bathymetry data varies as a function of position within the swath, with poorer data directly beneath the tow vehicle and also towards the swath edges.Variations in sidescan amplitude observed across the rift valley and on Lucky Strike Seamount correlate well with changes in seafloor roughness caused by transitions from sedimented seafloor to bare rock outcrops. Distinct changes in sonar backscatter amplitude were also observed between areas covered with hydrothermal pavement that grade into lava flows and the collapsed surface of the lava lake in the summit depression of Lucky Strike Seamount. Small features on the seafloor, including volcanic constructional features (e.g., small cones, haystacks, fissures and collapse features) and hydrothermal vent chimneys or mounds taller than 2 m and greater than 9 m² in surface area, can easily be resolved and mapped using this system. These features at Lucky Strike have been confirmed visually using the submersible Alvin, the remotely operated vehicle Jason, and the towed optical/acoustic mapping system Argo II.     

福建海区的潮汐和潮流

本文根据实测资料和潮汐学基本理论,分析了福建海区潮波结构和特征、潮汐和潮流主要特征值的分布规律。结果表明,泉州湾以北海区潮汐很强,为半日潮;港湾区因受地形影响潮流很强,性质为半日潮;外海区潮流很弱,性质多为混合潮。福建南部海区潮汐很弱,性质多数是混合潮;潮流很强,性质为半日潮。