基于感应电流测量的海峡水通量海底缆线观测系统设计

首先回顾了基于海底缆线的海峡水通量观测理论方法的发展历程,对基于电压测量的水通量反演方法进行了梳理,重点阐述了其中的关键观测要素和主要误差来源。为了提升系统可靠性、摒弃外界因素干扰,提出了一种基于感应电流测量的观测方法。对比传统方法,分析了本方法的优缺点,评估了基于本方法的海洋观测系统建设需求和可能性。最后应用本系统建立的一个理想海域——青岛胶州湾湾口各类海洋要素的典型取值范围,通过合理的特征尺度估算和量纲分析,估计了基于电流测量的观测系统中的各类设备的参数要求,其中关键测量器材——电流表至少应满足观测量程覆盖10~(–1)~10~1 m A,观测精度大于1μA,取样频率大于1/60 Hz。在电学测量仪器中,适应本系统要求的器材较普遍,可选择的测量仪器种类较丰富。     

基于三维GIS的地下电力管线管理系统的设计与实现

电力企业的输配电方式有架空线路和地下电力电缆及管线,它们负责为千家万户传送光明和能量,随着城市电缆化率的提升,地下电缆已变成电力公司重要的基础设施之一,是其赖以生存和发展的"生命线"。本文借助3S技术和传统测绘手段,采集地下电力管网基础数据,开发三维电力管线管理系统,对电缆数据录入建模、绘制各种专题图,实现地下电力管线从规划到建设、从运行到维护的全周期安全管理。     

滩海铺管敷缆船总体设计

针对胜利石油管理局“滩海铺管敷缆船”总体设计情况，分别从设计指标、基本功能、主要性能参数、关键技术和总体布置等几个方面进行了较详细的介绍。该装备具有性能指标先进、设备装备精良、工艺流程合理、安全可靠和注重环保的特点，适用于我国浅海油田及其它相同情况海域。     

On the motions of the underwater remotely operated vehicle with the umbilical cable effect

In this paper, a hydrodynamic model is developed to simulate the six degrees of freedom motions of the underwater remotely operated vehicle (ROV) including the umbilical cable effect. The corresponding hydrodynamic forces on the underwater vehicle are obtained by the planar motion mechanism test technique. With the relevant hydrodynamic coefficients, the 4th-order Runge–Kutta numerical method is then adopted to solve the equations of motions of the ROV and the configuration of the umbilical cable. The multi-step shooting method is also suggested to solve the two-end boundary-value problem on the umbilical cable with respect to a set of first-order ordinary differential equation system. All operation simulations for the ROV including forward moving, ascending, descending, sideward moving and turning motions can be analyzed, either with or without umbilical cable effect. The current effect is also taken into consideration. The present results reveal that the umbilical cable indeed significantly affects the motion of the ROV and should not be neglected in the simulation.     

Dynamics of Turbidity in the Tweed Estuary

Results are presented of turbidity measurements made in the Tweed Estuary during 14–29 September 1993. The observations covered a spring-neap period of very strong and relatively weak tides, which included strong wave activity at the mouth of the estuary, the aftermath of a strong freshwater inflow event and a minor inflow event which coincided with neap tides. Turbidity levels between the mouth and the limit of saline intrusion during this period were observed to lie in the range 2–30 ppm. Temperature–salinity relationships, based on rapid sampling throughout the estuary, often indicated conservative mixing between riverine and coastal waters. Turbidity–salinity relationships throughout the estuary were approximately linear for most of the lower salinity range (<30) although the relationships varied throughout a tidal cycle. At the highest salinities, in the lower 2·5 km of estuary, significantly enhanced turbidities occurred during strong, onshore swell-wave conditions. Near-mouth turbidities were very low (<5 ppm) at high-water (HW) when the swell-wave height was small (<0·3 m). There was no correlation between near-mouth turbidity at HW and tidal range, whereas the correlation between near-mouth turbidity and swell-wave height explained over 90% of the variance in near-mouth turbidity. The temporal trends in freshwater turbidity and freshwater inflow during the fieldwork period were fairly similar. A statistically significant relationship existed between these variables when freshwater turbidity was correlated against inflow 30 h earlier. A ‘ model ’ of turbidity, based on 5 days of inflows and used to hindcast turbidity from 14 days of inflows between 16–29 September, explained over 80% of the variance in freshwater turbidity. Therefore, inflow exerted a significant control on the fluvial turbidity. It appears that very fine-grained particles were responsible for the observed turbidity in the central and upper reaches of the Tweed. During the flood, in the presence of strong wave activity in the coastal zone, larger sediment was rapidly winnowed in the lower reaches, close to the mouth, whereas fine silt particles remained in suspension and reached the limit of saline intrusion.     

Deep CTD Casts in the Challenger Deep,Mariana Trench

On 1 December 1992, CTD (conductivity-temperature-depth profiler) casts were made at three stations in a north-south section of the Challenger Deep to examine temperature and salinity profiles. The station in the Challenger Deep was located at 11°22.78′ N and 142°34.95′ E, and the CTD cast was made down to 11197 db or 10877 m, 7 m above the bottom by reeling out titanium cable of 10980 m length. The southern station was located at 11° 14.19′ N and 142°34.79′ E, 16.1 km from the central station, where water depth is 9012 m. CTD was lowered to 7014 db or 6872 m. The northern station was located at 11°31.47′ N and 142° 35.30′ E, 15.9 km from the central station, and CTD was lowered to 8536 db or 8336 m, 10 m above the bottom. Below the thermocline, potential temperature decreased monotonously down to 7300–7500 db beyond a sill depth between 5500 m and 6000 m, or between 5597 db and 6112 db, of the trench. Potential temperature increased from 7500 db to the bottom at a constant rate of 0.9 m°C/1000 db. Salinity increased down to 6020–6320 db, and then stayed almost constant down to around 9000 db. From 9500 db to the bottom, salinity increased up to 34.703 psu at 11197 db. Potential density referred to 8000 db increased monotonously down to about 6200 db, and it was almost constant from 6500 db to 9500 db. Potential density increased from 9500 db in accordance with the salinity increase. Geostrophic flows were calculated from the CTD data at three stations. Below an adopted reference level of 3000 db, the flow was westward in the north of Challenger Deep and eastward in the south, which suggests a cyclonic circulation over the Challenger Deep. Sound speed in Challenger Deep was estimated from the CTD data, and a relation among readout depth of the sonic depth recorder, true depth, and pressure was examined.     

A Modified Quasi-Static Method for CALM System Analysis

The quasi-static analysis method introduced by API RP 2P is well known and accepted as a very useful mooring analysis method. In the early design stage, this method is widely used for preliminary analysis and mooring parameter selection. However, the quasi-static method of API RP 2P is developed for single-floating-body condition, i. e., only one floating body is considered in the computation procedure. Difficulties arise when it is used for the analysis of a CALM system, which is comprised of two floating bodies (tanker and buoy). This paper presents an analysis procedure for a two-floating-body system based on the quasi-static procedure of API RP 2P with some modifications reflecting special characteristics of the CALM system. Finally, the analysis results of a CALM system are given to illustrate the use of this procedure.     

电缆沉放深度对地震资料品质的影响

南海东北部陆坡深水区地质构造、地球物理特性复杂,进行地震资料采集时,如何获得中生界的高品质地震资料至关重要,而选择合适的地震采集参数是关键。7、10和12 m电缆沉放深度试验表明不论从频率分析,还是从子波特征、子波能量各方面均可发现7 m的沉放深度较优。     

海缆安全影响因素评述

通过对国内外威胁海缆安全因素的研究资料和研究成果的分析，全面论述了影响海缆安全因素的种类及其对海缆的可能破坏方式和破坏的严重程度。简要说明了不同因素对海缆威胁的可能原因与相应的预防措施，为海缆安全运营提供科学的理论依据。     

深海观测系统脐带缆形态分析及计算

通过对水下拖曳系统脐带缆索的受力情况、形态进行分析，建立了三维空间缆索的物理模型和数学模型，并在此基础上编制了计算程序，对6000m深海观测系统脐带缆的性状进行了模拟计算，其结果为深拖系统最佳缆长的确定提供了理论依据。