Distribution of Time-Averaged Suspended Sediment Concentration Due to Waves     

严冰  张庆河 《中国海洋工程》2009,23(1)

According to the mechanism of sediment suspension under waves,namely,the main reason of sediment suspension changes from the turbulent mixing in the bottom boundary layer to the periodic motion of the water particle near the free water surface,a three-hyer model d sediment concentration distribution due to waves is presented along the whole water depth based on the concept of the finite mixing |ength.The determination of the parameters in the model is discussed and an empirical formula is suggested.Comparisons between the calculated results and the measurements indicate that the resuits of the model agree well with the data from both the large and small scale flume experiments.  相似文献   

Feedback and Feedforward Optimal Control for Offshore Jacket Platforms   总被引：18，自引：0，他引：18  

王薇  唐功友 《中国海洋工程》2004,18(4):515-526

The optimal control is investigated for linear systems affected by external harmonic disturbance and applied to vibration control systems of offshore steel jacket platforms. The wave-induced force is the dominant load that offshore structures are subjected to, and it can be taken as harmonic excitation for the system. The iineafized Morison equation is employed to estimate the wave loading. The main result concerns the existence and design of a realizable optimal regulator, which is proposed to damp the forced oscillation in an optimal fashion. For demonstration of the effectiveness of the control scheme, the platform performance is investigated for different wave states. The simulations axe based on the tuned mass damper (TMD) and the active mass damper (AMD) control devices. It is demonstrated that the control scheme is useful in reducing the displacement response of jacket-type offshore platforms.  相似文献   

Numerical Simulation of Water Exchange Characteristics of the Jiaozhou Bay Based on A Three-Dimensional Lagrangian Model   总被引：1，自引：0，他引：1  

王翠  张学庆  孙英兰 《中国海洋工程》2009,23(2):277-290

Based on theory of three-dimensional hydrodynamics,an Euler-Lagrangian particle model is established to study the transport and water exchange capability in the Jiaozhou Bay.The three-dimensional hydrodynamic model,driven by tide and wind,is used to study the effects of wetting and drying of eatuarine intertidal flats by the dry-wet grid technology based on the Estuarine,Coastal and Ocean Model (ECOM).The particle model includes the advection and the diffusion processes,of which the advection process is simulated with a certain method,and the diffusion process is simulated with the random walk method.The effect of the intertidal zone,the turbulent diffusion and the timescales of the water exchange are also discussed.The results show that a moving boundary model can simulate the transport process of the particle in the intertidal zone,where the particles are transported for a longer distance than that of the stationary result.Simulations with and without the turbulent random walk show that the effect of turbulent diffusion is very effective at spreading particles throughout the estuary and speeding up the particle movement.The spatial distribution of residence time is given to quantify the water exchange capability that has very important ramifications to water quality.The effect of wind on the water exchange is also examined and the southeasterly wind in summer tends to block the water exchange near the northeast coast,while the northerly wind in winter speeds up the transport process.These results indicate that the Lagrangian particle model is applicable and has a large potential to help understanding the water exchange capability in estuaries,which can also he useful to simulate the transport process of contaminant.  相似文献   

Development and application of water environment management information system based on ARCGIS Engine     

Beijia HUANG  Shaoping WANG  Jun CAO College of Environment Science  Engineering  Key Laboratory of Yangtze River Water Environment  Ministry of Education  Tongji University  Shanghai  China 《东北亚地学研究》2008,11(3):174-176

Embedded ArcGIS Engine can improve development efficiency of environmental information system. The authors designed the structure, functions and database of the Yongjiang River Basin Water Environment Management Information System （YRBWEMIS） through the integration of ArcGIS Engine software with VC. The spatial data and attribute data in the YRBWEMIS are stored and managed separately. The system functions include display, query., statistics, spatial analysis and thematic mapping for water pollution sources, water quality, water function regionalization and catchments region.  相似文献   

Application of ultrasonic CT method in nondestructive detection of interior defects in large scale concrete structural member of bridge     

Xiaopei ZHANG  Jianhui QIU  Jianjun NIU  Lizhi DU  Xuege WANG .College of Construction Engineering  Jilin university  Changchun  China.China Northeast Municipal Engineering Design  Research Institute  Changchun  China 《东北亚地学研究》2008,11(4):218-221

The ultrasonic computed tomography （USCT） method is derived from the basic principles of X-ray section scanning. This method records the arriving times of ultrasonic wave between the probes and the sources to ealculate the elastic wave velocity values in the section using the arrival times. Through analyzed the distribution Of elastic wave velocity in aim area, the information of the strength and the homogeneity of the investigated zone could be got indirectly. The authors introduced the operational principle of USCT and a practical case of using this method to detect the interior defects in large scale concrete structural member. Compared with other exploration methods, this method is more efficient and accurate.  相似文献   

Application of FLAC3D in supporting engineering of deep foundation ditch     

Jianhui QIU  Xueda SONG  Yunzheng WANG  Yi ZHENG  Xi YANG .College of Construction Engineering  Jilin University  Changchun  China.Shenzhen Geotechnical Investigation & Surveying Institute Co.Ltd.  Shenzhen  China 《东北亚地学研究》2008,11(4):222-227

Based on the design principles of economic rationality and safety, multiple-pivot pile anchorage approach was used as the supporting engineering of a tall building with a deep foundation ditch. The designs, such as anchor arm, single pile and the whole, were set up in accordance with the calculations of the internal force from the equivalent beam and Yamagata Kunio methods. Moreover, the rationality of the design was estimated using the stability checks. FLAC3D was used for calculating the accuracy of the design. Using FLAC3D to simulating ditch cutting and supporting processes can obtain the equivalent results as the theory analysis in the displacement of ditch surrounding wall, the stress field and stress distribution.  相似文献   

Experimental study on large diameter drilling in hard rock annular coring     

References： 《东北亚地学研究》2008,11(1):32-36

Based on analyzing method of large diameter hard rock drilling at home and abroad, the authors proposed a set of drilling of large diameter hard rock annular coring in low energy consumption, low cost and high efficiency. The prototype of drilling tools was designed and was made. The experimental result of the prototype indicates that this plan and technology are feasible and reach the anticipated object of design. A set of drilling tools has been offered for the constructs of large diameter hard rock coring.  相似文献   

Application of TSD tunnel seismic prediction system in karst area     

Lizhi DU  Xiaopei ZHANG  Jianjun NIU  Xuege WANG .College of Construction Engineering  Jilin University  Changchun  China.China Northeast Municipal Engineering Design  Research Institute  Changchun  China 《东北亚地学研究》2008,11(4):246-250

TSD is one of the classical methods of tunnel seismic prediction based on higher accuracy multi-wave multi-component seismology. The working principle of the TSD and an application example of the TSD on tunnel prediction in Chongqing are introduced in this paper. This system has two ports for speed signal and acceleration signal, and the equipment is more portable and easy to use. According to the application results we can conclude that the TSD prediction system is accurate and it has the wide application prospect in tunnel seismic detection.  相似文献   

云南迪庆小中甸古湖的形成演化及其与石鼓古湖和金沙江河谷发育的关系   总被引：10，自引：1，他引：9  

赵希涛  郑绵平  李道明 《地质学报》2007,81(12):1645-1651

在云南迪庆高原上的中甸和小中甸盆地中,可以见到3套第四纪湖相沉积物。第一套湖相与三角洲相沉积物分布于中甸盆地的东南部,因其含有丰富的哺乳动物化石而可确定其时代为早更新世。第二套厚逾百米的湖相沉积物分布于小中甸盆地,往往构成小中甸河5级河流阶地的基座。本文用光释光(OSL)和U系法测定了采自盆地东部的小中甸林业局东北侧和盆地中部的单高地两剖面6个湖相沉积物样品的年龄。测试结果表明,该套湖相沉积物的中部到顶部的年龄为147.2±13.9~67.57±5.30ka BP,属于中更新世晚期至晚更新世早中期。第三套湖相沉积为以纳帕海为代表的现代湖沼沉积。两剖面各层位湖相沉积样品的介形类以Li mnocythere-Leucocythere-Candona-Eucypris为特征,应是中、晚更新世以来所沉积的。本文认为,早在上新世早中期,金沙江已经在其现今的位置上存在。上新世晚期至早更新世广泛发育的断陷活动并不影响金沙江的流动。中更新世时期,金沙江河谷不同地段可因冰川、冰水、崩塌、滑坡或泥石流等堆积物的堰塞而形成湖泊,邻近的石鼓古湖8万多年前被金沙江再次贯通而消失。作为金沙江支流的小中甸河在6万多年前将小中甸古湖泄空,在小中甸盆地中发育了以第二套湖相沉积为基座的5级河流阶地。  相似文献   

华南东段加里东期花岗岩类形成构造背景探讨   总被引：23，自引：0，他引：23       下载免费PDF全文

张芳荣  舒良树  王德滋  于津海  沈渭洲 《地学前缘》2009,16(1):248

根据近年对区域地质调查取得的认识和前人的研究成果,研究了华南东段加里东期花岗岩类的地质产状、分布规律、形成时代以及Nd、Sr同位素特征;结合研究区超镁铁质-镁铁质岩及火山岩的形成时代、震旦纪—奥陶纪的沉积环境、加里东期构造事件的构造变形特征,对加里东期花岗岩类的形成背景进行了探讨。结果表明,加里东期花岗岩类形成于410～460Ma,大部分岩体属于S型花岗岩,岩浆来源于地壳物质的部分熔融;极少数为I型花岗岩,有幔源物质参与。研究区在早古生代不存在与俯冲有关的弧火山岩,也不存在大面积的早古生代I型花岗岩,震旦纪—奥陶纪地层主要形成于浅海环境。研究提出,加里东期花岗岩类主体形成于板内构造环境。  相似文献