东山湾贝类养殖容量的估算   总被引：6，自引：0，他引：6  

卢振彬  杜琦  钱小明  方民杰  蔡清海  许翠娅 《台湾海峡》2001,20(4):462-470

以初级生产力为基础，应用营养动态模式和沿岸海域能流分析模型，估算东山湾贝类年生产量分别为269331t和295767t，平均282549t。扣除潮间带、潮下带和吊养区浮筏、随着基及延绳上附着的非养殖滤食性附着动物自然现存量35760t，贝类可养殖量为246789t。应用统计分析和逻辑斯谛种群增长模型估计贝类可养面积为11839hm^2，其中缢蛏635hm^2，石蛎1160hm^2,吊蛎1525hm^2，翡翠贻贝633hm^2，菲律宾蛤仔1154hm^2，扇贝698hm^2，江瑶248hm^2，泥蚶601hm^2，巴非蛤4151hm^2，凸壳肌蛤1034hm^2。1998年实际养殖面积和养殖产量分别为10581hm^2和220564t。尚有1258hm^2,26225t的扩大开发潜力。文中还讨论了合理布局和优化养殖结构问题。  相似文献   

A Gamma/Dirichlet model for estimating uncertainty in age-specific abundance of Norwegian spring-spawning herring     

Host  Gudmund; Berg  Erlend; Schweder  Tore; Tjelmeland  Sigurd 《ICES Journal of Marine Science》2002,59(4):737-748

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Regression Formulations for the Stress at Hot Spot of Multiplanar Tubular DT Joints     

Chen Tieyun Zhang Huiyuan Professor  Shanghai Jiao Tong University  Shanghai Doctor of Engineering  Shenzhen Shipbuilding Trading Co. LTD. 《中国海洋工程》1993,(1)

- Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed.  相似文献   

温度-渗流-应力耦合作用分类     

贺玉龙  杨立中 《四川地质学报》2008,28(3):211-215

根据耦合作用实现方式的不同,将温度-渗流-应力耦合作用分为“力学”耦合和“参数”耦合两大类,“力学”耦合通过场之间的某种力学作用或过程实现,而“参数”耦合则通过场的控制参数的变化而体现出来。  相似文献   

参量阵浅地层剖面测量技术 在近岸海洋工程的应用效果   总被引：1，自引：0，他引：1  

褚宏宪  赵铁虎  史慧杰  张晓波  杨源 《物探与化探》2005,29(6):526-529,532

介绍了海底浅地层声学探测技术的发展情况, 简述了新型参量阵声纳探测的原理和特点, 通过SES-96参量阵测深或浅地层剖面系统在山东半岛海区的应用实例, 对此新型参量阵声纳技术的应用效果进行了分析评价。  相似文献   

地质灾害监测技术现状与发展趋势   总被引：11，自引：0，他引：11  

韩子夜  薛星桥 《中国地质灾害与防治学报》2005,16(3):138-141

文章对地质灾害监测方法、监测仪器进行了系统归类。详细介绍了崩滑体变形监测、物理场与化学场监测、地下水监测和滑坡等诱发因素监测方法、特点。对地质灾害监测方法的应用现状进行了总结；文章还介绍了BOTDR新技术的起源与发展、基本原理和应用于地质灾害监测的几个关键问题；对地质灾害监测方法的发展趋势进行了预测；最后文章提出了进行地质灾害监测技术优化集成的基础和优化原则。  相似文献   

小湾电站高边坡系统锚固与排水的优化设计方法   总被引：1，自引：0，他引：1  

张发明  陈祖煜  汪小刚  贾志欣 《岩土力学》2003,(Z2)

据小湾电站地下厂房进水口开挖高边坡的岩体结构与工程地质特征,采用基于结构面网络模拟的随机楔体稳定分析方法对边坡的稳定性进行了三维分析。进一步运用风险分析理论对边坡系统锚杆与预应力锚索的布置进行了优化设计,最后运用结构面网络模拟理论对排水方案进行了优化设计。  相似文献   

测量平差函数模型的若干讨论   总被引：7，自引：0，他引：7  

孙海燕 《武汉大学学报(信息科学版)》2003,(Z1)

讨论了测量平差函数模型的几种形式———参数模型、非参数模型及半参数模型 ,分别论述了各种模型的优缺点及其适用范围。半参数模型对于客观实际具有极强的解释能力 ,应给予充分的重视和深入的研究。  相似文献   

黄河上游梯级水电站施工洪水优化设计方法探讨--以黄河公伯峡水电站施工洪水优化设计为例   总被引：1，自引：0，他引：1  

杨百银 《水文》2004,24(1):22-27

梯级水电站设计洪水方法一直是梯级水电站水文设计的难点．几十年来在黄河上游梯级电站设计中已总结出一套比较完整的设计洪水及施工洪水计算方法。通过黄河公伯峡水电站施工洪水优化设计过程，论述了该套方法．并就目前存在的一些观点及疑问给予了较为明确的回答。  相似文献   

Evaluating accuracy for two empirical methods in predicting settlement of drilled shafts     

Azm S. Al-Homoud  T. Fouad  Ahmed Mokhtar 《Geotechnical and Geological Engineering》2004,22(2):245-267

Several theoretical, empirical and semi-empirical methods are available in the literature to predict settlement of drilled shafts in sandy soils. In the Arabian Gulf countries, specifically in the United Arab Emirates, equations and procedure from the rest of the world are being used in analysis and design of drilled shafts without proper validation. It is the aim of this study to assess the applicability and evaluate the accuracy of two well known, and commonly used methods for pile prediction in the United Arab Emirates (UAE), namely Vesic (1977) and Poulos (1979), via comparison with data from field pile load tests conducted on shafts drilled in the region. Some of these tests were conducted for the purpose of this study, while others were made available through the courtesy of International Piling Contractors who are active in the region (e.g. Bauer International and Swiss Borings). Pile load test data were analyzed to back-calculate the model parameters related to settlement under different loading stages. Geological data and soil properties were obtained from studies conducted at the relevant sites. An effort is made to correlate soil properties with the prediction models. Statistical analysis is conducted to assess the accuracy of the results obtained from the two methods at different stages of loading via those obtained from pile load tests. Moreover, a detailed parametric study is conducted to assess the effect of the related parameters on the predicted pile settlement and the estimated settlement at different stages of loading. The study concluded with a recommendation of the most appropriate models and procedures to be followed for predicting the settlement of drilled shafts in the UAE, together with useful charts and correlation relations. Results showed that settlement values predicted by Vesic (1977) and Poulos (1979) overestimates the true values. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献