ENC不一致性问题分类及其对策

ENC作为一种独特的地理空间信息产品,广泛应用于ECDIS(电子海图显示与信息系统)。由于多方面原因,海员在ECDIS使用过程中可发现ENC中存在一些不一致性现象,不仅影响了ENC的数据质量和可信度,而且容易使海员对海上地理要素产生混淆和误判,最终影响船舶海上航行安全。由于海图编绘资料的多源性以及以单幅数据进行生产的作业模式,数据生产者在数据质量评价时都将关注点放在单幅数据的检校,却忽视了数据之间的不一致问题。为此,对各类不一致问题进行梳理分类,按照出现位置不同,将不一致问题分为"ENC内部不一致性"、"邻接ENC之间不一致性"和"重叠ENC之间不一致性"等3大类,分别进行了原因分析和示例说明,最后给出了解决ENC不一致性的途径,为ENC不一致问题的进一步研究指明了方向。     

面向持续交付的空间大数据基础设施设计与实现

随着空间大数据技术的快速发展,越来越多与空间大数据云平台相关的项目逐步规划和建立.GIS建设项目已经朝着平台化、虚拟化和智能化的方向转变.新一代GIS平台建设的重要原则之一,就是要把空间大数据作为企业的重要资产.它需要系统地管理、持续地维护、安全地控制以及深入地挖掘.在持续探索数据价值的过程中,对平台基础设施提出了新的技术要求,包括集成多种开源技术、支持快速的迭代开发、支持持续运行的数据分析任务等.本文研究的重点是结合DevOps等先进的面向持续交付的管理理念,利用相关技术提出空间大数据基础设施的设计方案,使其具备持续交付能力.     

天绘一号03星定位精度初步评估

天绘一号卫星是我国第一颗传输型立体测绘卫星,主要用于无地面控制点条件下高精度定位及1∶5万比例尺地形图测绘。01、02星分别于2010年8月24日及2012年5月6日成功发射,03星于2015年11月26日发射,目前3颗星在轨正常运行。01星定位精度经过系统检测后,定位精度为10.3 m/5.7 m(平面/高程),02星定位精度与01星精度相当。本文首先简要介绍了天绘一号卫星的总体概况及其地面处理系统中的关键技术,重点对03星的无控定位精度进行初步试验评估。通过国内外3条航线的试验发现,03星较02星精度有较大提高,在无地面控制点条件下可实现平面7.2 m、高程2.6 m的定位精度。     

Deep Penetration of Spudcan Foundation into Double Layered Soils

The spudcan foundation has been widely used in offshore engineering for jack-up figs. However, “punch through”failure often occurs where a stronger soil layer overlays a softer soil layer. In this study, spudcan penetration into double layered soils is investigated numerically. The soil profde is set up as a stronger soil layer overlaying a softer soil layer,with the soil strength ratio ( bottom soil strength / top soil strength) varied from 0.1 to 1.0 ( 1 means uniform soil). The bearing bohaviour is discussed and the beating capacity factors are given for various cases involving different layer thicknesses and different strength ratios of the two clay layers. The development of the plastic zones and the effect of soil selfweight on the beating capacity are also discussed. From this study, it is found that, when a spudcan is distant from the soil layer boundary, the spudean can be analysed with single soil layer data. However, when a spudcan becomes closer to the soil boundary layer, the influence of the lower soft soil layer is significant, and the beating capacity of the spudean decreases. The critical distance is an indication of the occurrence of “punch through” failure. The critical distance between the spudcan and the layer boundary is larger for a rough spudean than the one for a smooth one, and the critical distance decreases with increasing soil strength ratio. The depth of cavity formed during initial spudcan penetration depends on the top layer soil strength, soil strength ratio and unit soil self-weight, and the cavity affects the spudcan beating behaviour as well.     

中国开辟区多金属结核覆盖率分布特征

利用深拖系统多金属结核光学图像所计算的覆盖率数据,在对东太平洋中国开辟区东、西区多金属结核覆盖率大小分相的基础上,研究了各相覆盖率的连续分布总长度、平均连续分布长度和相与相之间的过渡变化,表明中国多金属结核开辟区东区与西区之间结核覆盖率连续分布特征存在明显的差别.     

Analysis of influencing factors on fine sediment flocculation in the Changjiang Estuary

Based on the test data in dynamic water and static water, the main factors, which influence the fine sediment flocculation, are analyzed with a gray model method of correlation theory. It is shown that the main influencing factors are water temperature, settling time, salinity, grain size, sediment concentration and current velocity according to the correlation coefficients. Among them, the salinity and the sediment grain size are critical type influencing factors (CrTIF); the settling time, the sediment concentration and the velocity are continuous type influencing factors (CoTIF); and the water temperature has the characteristics of both. When the critical values of CrTIF are reached or exceeded, the fine sediments will be flocculated, but values of CrTIF will not influence the settlement strength of floes. The influence of CoTIF is continuous. The values of the CoTIF will not only influence the occurrence of flocculation but also the settlement strength of the floes.     

A Continuous Mapping of Tidal Current Structures in the Kanmon Strait

Tidal current structures at the Hayatomono-Seto of the Kanmon Strait are mapped continuously during March 17 to 20, 2003, including a spring tide, by the eight coastal acoustic tomography (CAT) systems distributed on both the sides of the strait. Detailed structures of strong tidal currents and their associated vortices are well reconstructed by the inverse analysis of travel-time difference data obtained from the reciprocal sound transmission between the paired CAT systems located at both sides of the strait mainly. The results are well compared to the shipboard acoustic Doppler current profiler (ADCP) data at the correlation rate of 0.84/0.82 and the RMS difference of 0.47/0.48 ms⁻¹ for the east-west/north-south current after the selection of good data. During the observation period, the maximum hourly mean volume transport for the upper 7 m layer across the strait reached 13,314 m³ s⁻¹ for the eastward and 5,547 m³ s⁻¹ for the westward. The daily mean transport is directed to the eastward and estimated 1,470 m³ s⁻¹ and 2,140 m³ s⁻¹ for March 18 and 19, respectively, when a spring tide occurs.     

大气-海洋-海浪耦合同化模式在台风过程模拟中的应用

基于MCT耦合器,利用中尺度大气模型WRF、海洋模型FVCOM和第三代海浪模型SWAN,实现大气、海洋和海浪的三者实时耦合计算,同时采用卫星微波辐射资料AMSU-A,通过WRF大气模式的资料同化模块WRFDA,实现对风场模拟的连续同化,从而建立起大气-海洋-海浪耦合与卫星数据同化的W-F-S-A耦合同化模式。将该模型应用于2014年台风“威马逊”的数值模拟,并与其他模型进行比较。结果表明,W-F-S-A耦合同化模式对于台风路径和风速的模拟结果优于单独耦合和单独同化结果,并且可以较好地模拟上层海洋对台风的响应特征。     

Have applications of continuous rainfall–runoff simulation realized the vision for process‐based flood frequency analysis?

Keith Beven was amongst the first to propose and demonstrate a combination of conceptual rainfall–runoff modelling and stochastically generated rainfall data in what is known as the ‘continuous simulation’ approach for flood frequency analysis. The motivations included the potential to establish better links with physical processes and to avoid restrictive assumptions inherent in existing methods applied in design flood studies. Subsequently, attempts have been made to establish continuous simulation as a routine method for flood frequency analysis, particularly in the UK. The approach has not been adopted universally, but numerous studies have benefitted from applications of continuous simulation methods. This paper asks whether industry has yet realized the vision of the pioneering research by Beven and others. It reviews the generic methodology and illustrates applications of the original vision for a more physically realistic approach to flood frequency analysis through a set of practical case studies, highlighting why continuous simulation was useful and appropriate in each case. The case studies illustrate how continuous simulation has helped to offer users of flood frequency analysis more confidence about model results by avoiding (or exposing) bad assumptions relating to catchment heterogeneity, inappropriateness of assumptions made in (UK) industry‐standard design event flood estimation methods, and the representation of engineered or natural dynamic controls on flood flows. By implementing the vision for physically realistic analysis of flood frequency through continuous simulation, each of these examples illustrates how more relevant and improved information was provided for flood risk decision‐making than would have been possible using standard methods. They further demonstrate that integrating engineered infrastructure into flood frequency analysis and assessment of environmental change are also significant motivations for adopting the continuous simulation approach in practice. Copyright © 2016 John Wiley & Sons, Ltd.     

Practical aspects of calibrating and selecting unit hydrograph-based models for continuous river flow simulation

Abstract

A continuous simulation rainfall-streamflow modelling approach that identifies unit hydrographs for total streamflow has been applied to an 11-year record from a national hydrometric monitoring network catchment in the UK. The model is of the parametrically parsimonious conceptual model (PPCM) type that can make efficient use of rainfall, streamflow and air temperature data readily available from established national and regional monitoring networks. A multiple split-sample model calibration and simulation analysis is presented that reveals some guiding principles for calibrating and applying PPCMs generally. The inadequacy of a one-dimensional objective function for calibrating best PPCMs is demonstrated. A two-dimensional objective function approach is superior but is shown to be unreliable in some cases, confirming the need for additional critical inspection of other model performance statistics, model parameters and time series plots as an integral part of the model calibration process. A strong tendency evident from the multiple split-sample analysis is that, for the catchment studied, models that fit relatively well in calibration mode perform relatively poorly in simulation mode.