三峡水利枢纽主体工程施工控制测量     

蔡元平  邱章云 《测绘与空间地理信息》2006,29(5):51-55

介绍了采用测边三角网和GPS静态测量实施三峡工程加密控制网的应用情况,阐述了随着光电测距精度的不断提高及水电施工环境的影响,采用测边网加测距三角高程网实施控制网加密是当前行之有效的一种好方法;此外,GPS测量以其限定条件少、操作简单、高自动化的内业处理等优点为施工控制测量开辟了一条新途径。  相似文献   

近年来我国泥石流灾害时空分布规律及成因分析     

张楠  方志伟  韩笑  陈春利  祁小博 《地学前缘》2018,25(2):299-308

中国是世界上遭受泥石流灾害最为严重的国家之一,灾害发生数量大,造成的人员伤亡和财产损失较高,同时监测和防治难度极大。本文收集了2005-2015年间发生的全部泥石流灾害共计10 927起,对灾害发生时间、地点、灾害规模、灾害损失以及灾害成因进行了统计,发现泥石流灾害具有近年来发生数量明显下降、集中分布在西部和东南沿海省份、特大型和大型灾害损失最为惨重等时空分布特点及成灾特点。通过对具体案例剖析后发现,预警技术有待提高、山区城镇建设场地选址不当、多年来泥石流灾害防治标准偏低、震区灾害防治形势严峻、灾害防治意识淡薄为我国泥石流灾害危害严重的主要原因。同时,我国正在积极应对泥石流灾害的威胁,如：主动提高震区泥石流灾害防治标准,研发新型的拦挡技术;研发具备实时可视化等功能的监测预警系统,提高监测预警效率;提高群众防灾意识,大力发展群测群防监测预警体系;转变观念,将泥石流灾害防治与城镇化发展规划有机结合。  相似文献   

Sedimentary control on the formation of a multi-superimposed gas system in the development of key layers in the sequence framework     

《Marine and Petroleum Geology》2017

Based on core observations, well logs and test results of siderite-bearing mudstone from the Benxi Formation to the Member 2 of the Shanxi Formations in the Linxing block, northeastern Ordos Basin, a logging identification model for siderite-bearing mudstone (key layer) was established. The porosity characteristics and sealing property were quantitatively evaluated by logging data. Sedimentary control on the formation of multi-superimposed gas-bearing system in the development of key layers in the sequence framework was also discussed. The results showed that the siderite-bearing mudstone has obvious logging response characteristics, e.g., high photoelectric absorption cross-section index (PE), high density (DEN), high amplitude natural gamma ray (GR), low acoustic (AC), low resistivity (M2RX) and low neutron porosity (CNCF). The quantitatively evaluated results of the porosity characteristics and sealing property for the key layer showed that the key layer has the characteristics of low porosity (with an average of 1.20 percent), low permeability (with an average of 2.29 × 10⁻⁸μm²), and high breakthrough pressure (with an average of 12.32 MPa) in the study area. This layer acts as an impermeable gas barrier in a multi-superimposed gas system. The results also indicated that the material composition of the multi-superimposed gas-bearing system can be established by the sequence stratigraphic framework. The sedimentary evolution results in a cyclic rhythm of material composition vertically. The spatial distribution of the corresponding transgressive event layer near the maximum flooding surface (MFS) in the sequence framework restricts the spatial distribution of the key layer with high breakthrough pressure and low porosity, which constitutes the gas-bearing system boundary. The siderite-bearing mudstone formed near the MFS in the second-order sequence and constitutes a stable comparison of the first-order gas-bearing system boundary, which has a wide range of regional distribution and stable thickness. The siderite-bearing mudstone formed near the MFS in the third-order sequence is often incompletely preserved due to the late (underwater) diversion channel erosion and cutting. This layer forms the coal-bearing reservoirs, which we termed as a second-order gas-bearing system in adjacent third-order sequences to form a uniform gas-bearing system.  相似文献   

极区冰基拖曳式海洋剖面浮标系统低功耗设计与实现     

饶开友  纪旭鹏  陈健梅  李涛  董永军  孙超  张洪彬  姚楠  郭景富 《海洋科学》2017,41(9):27-33

针对极区冰基拖曳式海洋剖面浮标长期稳定获取极区水文和气象数据的工作需求,进行了浮标系统的低功耗方案设计。该方案基于超低功耗51系列微处理器,根据最低功耗工作模式与最短工作时间原则,采用高效的电源管理机制对浮标系统各个部分的能量消耗进行合理的分配与管理,并应用了Argos卫星通讯模块ARGOS-3 PMT-RFM的BPSK调制低速数据传输模式,可有效降低浮标系统的整体能耗。该浮标在北极冰站上长达1年的运行情况表明该系统工作稳定,所采用的低功耗能量管理方案实现了浮标系统长期连续观测的需求。该浮标的成功试验和推广应用有助于极地研究人员更准确地分析海冰变化过程。  相似文献   

Study on Ship Automatic Berthing System with Mooring Lines     

K. U. Yang  J. G. Hur  M. S. Choi  D. J. Yeo  J. H. Byun 《海洋工程》2017,31(1):19-29

This study describes an automatic berthing system with mooring lines. It is designed to be berthed by using mooring device on the upper deck of a ship. It is to berth once maintaining parallel with the quay by controlling both forward and aft breast lines. Berthing method is used through length adjustment of mooring lines connected between ship and quay by controlling the angular velocity and the torque of hydraulic motor in mooring device. The study is conducted under three changing conditions of draft, such as even-keel, rise of the gravity center and trim to stern. Variables affecting berthing stability are determined based on the control performance of each condition. Bond graphs method is used to model the system. Controller is designed as PID control method of reference-model algorithm. The control program is composed of synchronous control system based on the equations derived with the numerical analysis. The tank test is conducted to verify the usefulness of the control program.  相似文献   

没水倾斜板式防波堤消波性能分析     

王禹龙  上官子昌  董榅键  祁隆 《海洋工程》2017,35(6):55-61

提出了一种将波浪中倾斜板问题等效化简为波浪中水平板单元组的方法,该方法建立在使用分离变量法求解水工结构边值问题的基础上,并使用伽辽金法精确求解连续边界条件,确定考虑衰减波态的速度势函数,从而求解没水倾斜板结构的消波性能。等效化简法计算精度于边界元法相当,且计算单元数量少、开销低。基于二维线性势波理论,对没水倾斜板式防波堤消波性能分析显示,没水板的倾斜角度、没水深度与板长是结构消波性能的控制因素:没水倾斜板防波堤的消波性能优于没水水平板防波堤的消波性能,随着没水板结构的倾斜角度增大,没水倾斜板结构的波浪透射系数显著减小,且长板优于短板,浅板优于深板;与前人的水槽实验对比显示,相对没水深度与波陡影响结构的消波性能,且波陡造成的波浪破碎贡献了显著的波能消耗。该结论对板式防波堤的结构配置、优化设计有重要意义。  相似文献   

Adaptive Observer Based Backstepping Controller Design for Dynamic Ship Positioning     

DENG Fang  WANG Long-jin  JIAO Dong-mei 《海洋工程》2017,31(5):639-645

Modified adaptive observer based backstepping control system for dynamic positioning of ship is proposed. As an improvement, the adaptive observer takes the first-order wave frequency model and the bias term which represent the slowly varying environmental disturbances and the unmodeled dynamics. Thus, the wave-frequency motions are filtered out, and only the reconstructed low-frequency motions are sent as inputs of the controller. Furthermore, as the ship dynamics parameters are unknown, the adaptive estimation law is designed for both the unknown ship dynamics and the unmeasured state variables. Based on the estimated states and parameters, backstepping controller considering the integral action is designed. Global exponential stability (GES) for the total system is proved using Lyapunov direct method. Simulation results show a good performance of the observer and control system.  相似文献   

毛乌素沙区沙漠化土地防治区划   总被引：5，自引：4，他引：1  

赵媛媛  丁国栋  高广磊  彭玏  崔晓 《中国沙漠》2017,37(4):635-643

毛乌素沙区在自然条件、沙漠化程度和变化趋势及产业经济发展特征等方面具有明显的空间异质性,合理地进行区域沙漠化土地防治区划是因地制宜开展土地沙漠化防治工作的重要基础。选取自然条件、沙漠化发展过程及人类活动等方面12个指标,将毛乌素沙区划分为黄土高原与鄂尔多斯高原过渡区、毛乌素沙地腹地典型草原区和西鄂尔多斯荒漠草原区3个区、7个亚区、12个小区。在区域可持续发展战略的实施过程中,要根据亚区和小区的特点有针对性地进行沙漠化土地的防治,充分利用区域资源优势,优化产业结构,确保经济效益、社会效益和生态效益的稳步提升。  相似文献   

The Implementation Effects of a Nationwide Sloping Farmland Soil Erosion Control Project in China     

FENG Wei  YANG Yunfen  ZHAO Yongjun  DI Baofeng  MA Changchen 《资源与生态学报(英文版)》2017,8(4):341-351

To understand implementation of a nationwide sloping farmland soil erosion comprehensive control project during China’s 12^th Five-Year Plan we used data collection and expert consultation. We selected 24 indexes across three aspects including project management, engineering construction and implementation benefit and used AHP-grey correlation analysis methods. We found that the scores for engineering construction were greater than 0.65 in most of the provinces, autonomous regions and municipalities. These scores are high and scores for project management and implementation benefit are between 0.45-0.65; however, overall scores are low. The comprehensive evaluation results are normally distributed. The composite scores for Sichuan, Yunnan and Guizhou are 0.71, 0.68 and 0.68 respectively, indicating that the implementation effects are good. The scores for Jilin and Liaoning are 0.38 and 0.42 respectively, indicating that the implementation effects need improvement. Scores for other provinces are between 0.45-0.65 and the effects are medium. The evaluation results show certain zonal rules spatially and the implementation effect in karst regions of Southwest China is the highest, followed by the purple soil region in Southwest China, Loess Plateau region of Northwest China, earth-rock mountain region of North China and red soil hilly region of South China. The implementation effect in the black soil region of Northeast China suggests that improvement is needed in this region.  相似文献   

Numerical simulations of a highway bridge structure employing passive negative stiffness device for seismic protection          下载免费PDF全文

Navid Attary  Michael Symans  Satish Nagarajaiah  Andrei M. Reinhorn  Michael C. Constantinou  Apostolos A. Sarlis  Dharma T. R. Pasala  Douglas Taylor 《地震工程与结构动力学》2015,44(6):973-995

A new passive seismic response control device has been developed, fabricated, and tested by the authors and shown to be capable of producing negative stiffness via a purely mechanical mechanism, thus representing a new generation of seismic protection devices. Although the concept of negative stiffness may appear to be a reversal on the desired relationship between the force and displacement in structures (the desired relationship being that the product of restoring force and displacement is nonnegative), when implemented in parallel with a structure having positive stiffness, the combined system appears to have substantially reduced stiffness while remaining stable. Thus, there is an ‘apparent weakening and softening’ of the structure that results in reduced forces and increased displacements (where the weakening and softening is of a non‐damaging nature in that it occurs in a seismic protection device rather than within the structural framing system). Any excessive displacement response can then be limited by incorporating a damping device in parallel with the negative stiffness device. The combination of negative stiffness and passive damping provides a large degree of control over the expected performance of the structure. In this paper, a numerical study is presented on the performance of a seismically isolated highway bridge model that is subjected to various strong earthquake ground motions. The Negative Stiffness Devices (NSDs) are described along with their hysteretic behavior as obtained from a series of cyclic tests wherein the tests were conducted using a modified design of the NSDs (modified for testing within the bridge model). Using the results from the cyclic tests, numerical simulations of the seismic response of the isolated bridge model were conducted for various configurations (with/without negative stiffness devices and/or viscous dampers). The results demonstrate that the addition of negative stiffness devices reduces the base shear substantially, while the deck displacement is limited to acceptable values. This assessment was conducted as part of a NEES (Network for Earthquake Engineering Simulation) project which included shaking table tests of a quarter‐scale highway bridge model. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献