波浪涌动机^®通讯中继在海上应急协同组网监测中的应用     

王文广  叶秀芬  刘文智  李海波  王顺礼  韩锦亮  于力明 《海洋科学》2018,42(1):52-57

如何突破海气界面的通讯壁垒,将地球上层大气的卫星遥感观测/光电通讯与地球底层水体中的海底节点观测/水声通讯连接起来,成为在垂向上认识海洋,实现海洋数据观测和实时传输的关键。而波浪涌动机~?由于机动灵活、能够长时间进行海上无人值守,即可作为海洋观测的通信中继,又可作为海上无人移动监测平台进行多台组网协同作业,特别是在构建小卫星应急组网监测的空天一体化建设中,为我国领海内的权益岛礁和海上溢油预警监测提供了一种全新的监测手段。本文将对基于北斗数据链的波浪涌动机~?在我国未来海上应急组网观测建设中的优势特点和应用场景进行详细阐述,供相关学者参考。  相似文献   

嫦娥二号任务地面应用系统实时业务仿真关键技术研究     

肖媛  张志强  吕昌  温卫斌 《天文研究与技术》2011,8(1)

通过分析探月工程二期嫦娥二号(Chang’E-2,CE-2)任务地面应用系统的结构和功能,提出了实时业务系统的仿真模型。根据实时业务的功能特点进行了关键技术分析及仿真系统设计和实现。最后针对关键技术问题进行了仿真试验及结果分析,提出了解决问题的思路和方法。论文为嫦娥二号任务地面应用系统数据仿真系统的建立提供了基础。  相似文献   

Modeling Local Tidal Constituents Using TOPEX/POSEIDON SSH for the Malaysian Marine Region     

Muhammad Nur J. P. Vella  Sahrum Ses  Majid Kadir  Koji Matsumoto 《Marine Geodesy》2013,36(2):99-106

A new Local Ocean Tide Model, has been produced for the Exclusive Economic Zone (EEZ) of Malaysia, which incorporates some of the latest TOPEX/POSEIDON data for the years 1992 to 1998. Local tide gauge data are used as a comparison, along with another leading Global Ocean Tide Model, Ori96. The leading diurnal and semidiurnal constituents M₂, S₂, N₂, K₁, O₁, P₁ and Q₁ are reproduced using TOPEX/POSEIDON Sea Surface Heights (SSH) in a response analysis type least squares derivation following Munk and Cartwright (1966).  相似文献   

Blue Earth River quality monitoring using ARCHER hyperspectral data and field measurements     

Fei Yuan  Bryce Hoppie  Donald Friend  Namyong Lee 《国际地球制图》2013,28(8):683-706

In past decades, remote sensing studies on water quality mapping mainly focused on lakes using medium resolution imagery. Little research utilizes hyperspectral images to assess river water quality. This study aims to assess the capability of using Airborne Real-time Cueing Hyperspectral Enhanced Reconnaissance (ARCHER) for river water quality mapping and to characterize spatial patterns of turbidity and chlorophyll in the Blue Earth River (BER) system of Minnesota. The BER was characterized by both hyperspectral imagery (HSI) and laboratory analysis of synchronously collected water quality data. The optimal bands for water quality mapping were determined using a method based on hyperspectral profiles and derivative analysis. Finally, based on the regression analysis and modelling, we mapped continuous surface water turbidity. The results revealed that the ratio of HSI band 17 to band 9 effectively determined turbidity and chlorophyll concentrations. The study also found that turbidity and chlorophyll in the river generally increases downstream.  相似文献   

Application of an earthquake early warning system and a real-time strong motion monitoring system in emergency response in a high-rise building   总被引：1，自引：0，他引：1  

Tomohiro Kubo  Yoshiaki Hisada  Masahiro Murakami  Fusako Kosuge  Kohei Hamano 《Soil Dynamics and Earthquake Engineering》2011

We apply a combination of earthquake early warning system (EEWS) and real-time strong motion monitoring system (RSMS) to emergency response for a high-rise building; The Kogakuin University has a 29-story high-rise building in Shinjuku Ward, Tokyo. The proposed strategy is based on the Plan, Do, Check, Action (PDCA) Cycle to brush up the systems and the users: in the “Plan” stage, we apply EEWS and RSMS to the building, where EEWS predicts not only short-period strong ground motions but also long-period ground motions [1]. The system is built into a building announcement system, an emergency elevator control system, and an email message system, which quickly send emails to the emergency response team. Meanwhile, RSMS provides information on seismic intensities at each floor of the building via the web browser in real time using the existing network in the building. In addition, the building response and structural damage can be estimated based on this information. The network system is impervious to the earthquake damage, because the network cable has extra length, there is, however, possible that a network system does not work due to power outage. Thus, we develop the network system that has uninterruptible power-supply system (UPS) and apply it to EEWS and RSMS. The high-rise building has the emergency call units to the security control center in the building on every floor. The emergency call line, however, will be busy promptly, because it is able to use only one line. Therefore, we installed IP telephone which uses the network system on main floors. UPS will work about 30 min after a major earthquake, it is supposed to be enough time for gathering the damage information about the building during initial response. In the “Do” stage, we prepare emergency response instruction manuals and educate the faculty members and students to carry out promptly emergency response. In the “Check” stage, the validity of the proposed systems are verified by carrying out an earthquake drill in an actual high-rise building. The earthquake drill confirmed that our proposed approach is valid. In the final “Action” stage, we improve these systems and emergency response manual and educate people in the building how to use effectively these systems.  相似文献   

Effect of streamflow forecast uncertainty on real-time reservoir operation   总被引：1，自引：0，他引：1  

Tongtiegang Zhao  Ximing Cai  Dawen Yang 《Advances in water resources》2011,34(4):495-504

Various hydrological forecast products have been applied to real-time reservoir operation, including deterministic streamflow forecast (DSF), DSF-based probabilistic streamflow forecast (pseudo-PSF, pPSF), and ensemble or probabilistic streamflow forecast (denoted as real-PSF, rPSF). DSF represents forecast uncertainty in the form of deterministic forecast errors, pPSF a conditional distribution of forecast uncertainty for a given DSF, and rPSF a probabilistic uncertainty distribution. Compared to previous studies that treat the forecast products as ad hoc inputs for reservoir operation models, this paper attempts to model the dynamic evolution of uncertainties involved in the various forecast products and explores their effect on real-time reservoir operation decisions. Through a hypothetical example of a single-objective real-time reservoir operation model, the results illustrate that forecast uncertainty exerts significant effects. Reservoir operation efficiency, as measured by a utility function, decreases as the forecast uncertainty increases but the magnitude depends on the forecast products used. In general, the utility of the reservoir operation with rPSF is nearly as high as the utility obtained with a perfect forecast. Meanwhile, the utilities of DSF and pPSF are similar to each other but not as high as rPSF. Moreover, streamflow variability and reservoir capacity can change the magnitude of the effects of forecast uncertainty, but not the relative merit of DSF, pPSF, and rPSF.  相似文献   

地震速报实时显示系统的实现     

刘其寿  廖诗荣  陈绯雯  邵平荣  杨佩琴  李远兴  郑永通  王绍然 《华南地震》2011,31(1):66-74

地震监测中心主要是以手机短信形式向有关人员发送地震速报信息,需要查看震中的详细位置或震中距只能手T在地图上查找测量.地震速报实时显示系统,可以以电子地图的形式直观显示地震三要素使用户除了能用手机短信获取信息外,还可以通过客户端软件实时获取地震速报信息.  相似文献   

盐度变化对携带白斑综合症病毒(WSSV)的凡纳滨对虾(Litopenaeus vannamei)的影响     

向赟  王刚  叶国锋  陈兆明  杨世平  王成桂  孙成波 《海洋与湖沼》2014,45(2):426-435

研究盐度渐变和突变对WSSV在凡纳滨对虾(Litopenaeus vannamei)体内增殖的影响。结果表明,盐度由起始盐度(23±1)往高盐度(32±1)和低盐度(14±1)突变在整个实验中对凡纳滨对虾的累积死亡率和对虾体内病毒增殖的影响显著(P0.05),先感染WSSV实验,高盐度、起始盐度、低盐度累积死亡率分别为(61.1±10.7)%、(48.9±1.9)%、(63.3±12.0)%,病毒含量分别为6.0×107、3.7×106、5.3×107 copy/g;后感染WSSV实验,分别为(75.6±3.8)%、(52.2±13.4)%、(63.3±3.3)%;病毒含量分别为5.7×107、2.3×106、2.8×107 copy/g。盐度渐变实验各组至24h对虾死亡率低于18.9%,48h出现死亡高峰,72—96h存在显著差异(P0.05),先感染WSSV实验,高盐度、起始盐度、低盐度最大死亡率分别为(75.6±5.1)%、(38.9±5.1)%、(69.3±6.9)%,病毒含量分别为7.6×107、5.3×106、2.4×106copy/g;后感染WSSV实验分别为(46.7±10)%、(45.6±18.9)%、(74.4±13.9)%;病毒含量分别为5.1×106、4.8×105、1.0×107 copy/g。因此盐度变化会影响对虾的抗病能力,可造成对虾体内WSSV快速增殖;对携带WSSV对虾,盐度变化会大大提高WSSV从潜伏感染转为急性感染的可能,盐度是引起WSSV从潜伏感染转为急性感染的关键影响因子之一。  相似文献   

黄鳍鲷（Sparus latus）两种生长激素受体的cDNA克隆及组织表达分析   总被引：1，自引：0，他引：1  

马细兰  冷婷婷  刘启智  周立斌  张勇  林浩然 《海洋与湖沼》2011,42(6):830-838

采用RT-PCR方法克隆了黄鳍鲷两种生长激素受体（Growth hormone receptor,GHR）的cDNA序列,序列分析表明：GHR1开放阅读框为1935bp,共编码645个氨基酸,GHR2开放阅读框为1749bp,共编码583个氨基酸,GHR1与GHR2的氨基酸同源性为36.7%。GHR1和GHR2在分子结...  相似文献   

Real-time assessment framework of spatial liquefaction hazard in port areas considering site-specific seismic response     

《Computers and Geotechnics》2014

This paper proposes a systematic framework for real-time assessment of spatial liquefaction hazard of port areas considering local seismic response characteristics based on a geographic information system (GIS) platform. The framework is integrated and embedded with sequential, interrelated subprocedures and a database for liquefaction-induced damage evaluation that standardizes and both individually and collectively quantifies analytical results. To integrate the current in situ condition of a selected port area, the framework functions as a spatial database system for geotechnical and structural data and as a recipient of automatic transmission of seismic monitoring data. The geotechnical profile correlated with liquefaction potential is compiled into a geotechnical spatial grid built by geostatistical methods. Linked with the geotechnical spatial grid, the processing of site-specific responses is automatically interpreted from previously derived correlations between rock acceleration and maximum acceleration of each soil layer. As a result, the liquefaction severity is determined based on a combined geotechnical spatial grid with seismic load correlation in real-time according to a simplified procedure, allowing calculation of the liquefaction potential index (LPI). To demonstrate practical applications of the framework in estimating the liquefaction hazard in real-time, liquefaction-hazard maps were visualized for two earthquake scenarios, verifying the applicability of the proposed framework.  相似文献