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41.
42.
The VOF method and the k–ε model, combined with the equation of state of air at constant temperature, have been used to calculate the total horizontal wave force caused by monochromatic waves acting on a perforated caisson with a top cover. From comparison of various parameters, such as the total horizontal force, the pressure difference on the front wall, the pressure on the back wall and the pressure on the top cover, between the numerical results and test data, it can be seen that the numerical results agree well with the test data. It is concluded that the method described in this paper can be utilized to calculate wave forces acting on perforated caissons with a top cover in the case of nonovertopping, nonbreaking waves. A simplified method to calculate the total horizontal force has been developed, based on test data, using a least-squares method. A comparison between the numerical results and the values calculated from the simplified equations shows good agreement. Therefore the simplified equations can be used in engineering applications to evaluate the total horizontal force on a perforated caisson with a top cover. 相似文献
43.
Yu Xiaodong Yan Shuwang Sun Wanhe
Postgraduate Student Tianjin University Tianjin Professor Tianjin University Tianjin Senior Engineer Tianjin Port Engineering Institute Tianjin 《中国海洋工程》1997,(2)
At pesent,it is very popular to estimate pile bearing capacity by use of empirical formula andphysical indexes of soil provided in the design codes for civil construction in China.This paper attempts toapply mechanical indexes of soil and semi-empirical formulas,which are based on soil mechanical theoriesand were summarized and presented by Meyerhof in 1976,to calculate the axial pile bearing capacity.Lo-ading test results of 24 single piles in Tianjin area have been collected and compared with the proposed cal-ulation approach. 相似文献
44.
Li Runpei Chen Weigang Gu Yongning
Professor Shanghai Jiao Tong University Shanghai Assistant Shanghai Jiao Tong University Shanghai 《中国海洋工程》1996,(1)
In this paper a numerical analysis method combining FEM incemental technique with limit analysis concept is proposed for the study of the static strength of offshore platform in collision. Large deformation and plasticity are accounted for and the limit yield surface expressed by generalized stress for a tubular section is derived. The modified stiffness matrix of space beam element is formulated by Plastic Node Method. The buckling behavior of beam columns can also be taken into account. It can trace the generation of plastic hinges during loading and finally the ultimate strength of offshore platform against collision is obtained. 相似文献
45.
Tan Jiahua Ma Wei Pan Bin Associate Professor Shanghai Jiao Tong University Shanghai Lecturer shanghai Jiao Tong University Shanghai 《中国海洋工程》1992,(1)
The basis, process and results of the demonstration of the main dimensions of a 75000t floating production and storage vessel are discussed in this paper. A simple but reliable orthogonal design method is applied in the main dimension optimization. The ideas of gradual approximation and feedback from various aspects are put into effect. During the demonstration, in order to make the model tally with the actual situation, the draft design is closely related to the computational analysis, so that the demonstration model can be verified at any time; the handling of the overall system is closely related to the research of each item, which is beneficial not only to the mastery of various regularities, but also to the balance of decisions. Finally, according to the computational results and the regularities obtained from analysis, the main dimensions are determined. 相似文献
46.
Phillips (1966)指出,Brunt-V?is?l? 频率的分布是海洋中最重要的动力学特征之一。它是研究海水内部运动的一个重要参数,特别是关于海洋内波的研究。Brunt-V?is?l? 频率又称静态稳定性频率,更确切地应称作浮力频率,因为它与分层流体中作绝热移动的流体元的浮力变化相联系。Brunt-V?is?l? 频率(以下缩写成B. V. f.) 记作N。
根据B. V. f. 分布特征研究海水结构及动力学特性的论述颇多,但绝大多数侧重于深海大洋的研究,且时常将其上层撇开,从而可求得一个比较简单的解析式,这显然是由于海洋上层较其下层复杂的缘故。对于浅海陆架的情形,研究得比较少。前田明夫(1974)曾根据日本近岸(5公里以内)三个观测站上1-3天的观测资料,分析研究了日本近海上层海洋短周期海水温度起伏的动力学特性。本文试图对我国东海陆架浅海B.V.f.的空间分布和时间变化特征作一探讨。 相似文献
47.
渤海湾海河口区是北京、天津二大城市工业及生活污水排放入海处,是一比较典型的海域。1972年以来曾对渤海湾进行过综合性的环境污染调查和研究,但由于受调查范围和项目的限制,对河口区特别是大沽口、北塘口区有机污染物的迁移转化研究甚少,尚不足以就有机污染对河口生态环境的潜在影响作出科学判断。目前,有机污染已成为海河口区特别是其附近大城市的主要污染问题之一。本文以化学耗氧量(COD)、生物耗氧量(BOD5)、溶解氧(DO)等项目作为耗氧有机物污染程度评价的主要指标(还有氮、磷、本集另有专文讨论),对海河口区有机污染物的迁移、转化及生态效应进行了调查研究,为有机污染评价提供数据并作初步探讨。 相似文献
48.
Fuzzy Optimum Model of Semi-Structural Decision for Lectotype Optimization of Offshore Platforms 总被引:8,自引:0,他引:8
In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t 相似文献
49.
The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a weighted residual method in space. The stable three-step scheme is applied to the momentum equations in the time integration. The numerical model is firstly applied to the computation of the lid-driven cavity flow for its validation. The computed results agree well with the measured data and other numerical results. Then, it is used to simulate the viscous uniform and shear flow over a circular cylinder for Reynolds numbers from lO0 to lO00. The transient time interval before the vortex shedding occurs is shortened considerably by introduction of artificial perturbation. The computed Strouhal number, drag and lift coefficients agree well with the experimental data. The computation shows that the finite element model can be successfully applied to the viscous flow problem. 相似文献
50.
舟山马岙峡道的水文泥沙特性和峡道效应 总被引:6,自引:2,他引:6
根据舟山本岛北部马岙峡道实测水文泥沙资料和沉积物采样分析结果以及对马岙岸段岸滩的现场踏勘结果,分析了马岙峡道的水文泥沙特性及其峡道效应。文章认为,受峡道地形限制,马岙岸段水流呈现显著的往复流特性,潮流流速较强,水体含沙量较低,泥沙淤积较弱,岸滩处于冲淤平衡状态;受峡道内涨落潮流分流和汇流的共同作用,马岙小泥糊礁附近发育水下沙嘴,该沙嘴是以落潮流作用为主形成的浅滩,受涨潮流改造而形成的,并将在涨落潮流作用下逐渐增长,形成连岛沙嘴,使小泥糊礁附近岸线发展成弧形岸线,并达成新的平衡。 相似文献