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船舶螺旋桨尾流场的数值分析 总被引:16,自引:1,他引:16
利用基于速度势的低阶面元法计算船舶螺旋桨的尾流场。采用计算较为简捷的关于扰动速度势的基本积分微分方程,并采用双曲面形状的面凶以消除面元间的缝隙。Newton-Raphson迭代过程被用来在桨叶随边满足压力Kutta条件,使桨叶面上表面的压力在随边有良好的一致性。在计算面元的影响系数时,应用了Morino导出的解析计算公式,加快了数值计算的速度。从解面元法的基本积分方程得到的偶极强度和源汇强度,直接求得尾流场的速度分布。 相似文献
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周向变刚度环肋圆柱壳应力分析研究 总被引:1,自引:0,他引:1
采用大曲率梁理论和弹性基础梁带理论,建立潜艇特殊舱段结构的力学模型。利用能量法求出肋位处耐压船体壳板中面周向应力。建立环肋圆柱壳微分方程并根据边界条件求解,得到周向变刚度环肋圆柱壳应力计算方法。通过理论分析和模型试验验证了本计算方法。 相似文献
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针对高光谱数据中内在的非线性流行结构,分析了LLE低维嵌入算法的基本原理,给出了该算法的计算步骤。介绍了模糊ISODATA分类算法的基本思想,在计算目标函数中,利用测地距离代替欧氏距离,对模糊ISODATA分类算法进行改进。利用两套PHI高光谱影像数据,在LLE低维嵌入结果上实现了ISODATA分类实验。结果表明:LLE低维嵌入后的数据能够降低ISODATA影像分类的迭代次数与计算时间,提高分类的效率;与原始ISODATA分类算法相比,改进的ISODATA分类算法能够更好地挖掘类别之间的自组织关系,提高分类的可靠性。 相似文献
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螺旋桨工作时在其周围形成诱导速度场,诱导速度随到桨叶距离的增大而衰减。采用CFD方法模拟螺旋桨敞水性能时,只能截取有限尺度的流域进行计算,此时计算域边界上诱导速度并不为零,将进口速度设为进速是近似的。一般采用足够大的计算域,使螺旋桨前方及侧面边界尽量远离桨叶。为了在较小的计算域中实现螺旋桨敞水性能的准确预报,提出在设定进口速度时计入螺旋桨诱导速度的CFD模拟方法。应用升力面方法计算诱导速度,将进口速度设为进速与诱导速度之和。逐步减小计算域尺度,考察敞水性能及压力分布计算结果的变化情况及精度。算例比较表明:通过考虑诱导速度,可以大幅度减小进口与螺旋桨的距离而不降低计算精度。 相似文献
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海上油田油轮外输系统优化分析 总被引:2,自引:0,他引:2
对海上油田油轮外输系统进行了分析 ,建立了系统优化的数学模型。选用模矢搜索法、单纯形算法和模拟退火算法三种优化方法进行了计算 ,得出在对某些非线性问题进行优化时 ,利用模拟退火算法和直接最优化方法 (如单纯形法 )相结合 ,既能保证得到全局最优解 ,又能减少计算时间。通过实例计算 ,得出油轮外输系统适用于离岸距离较远、产量较小的油田 ,其外输费用随离岸距离的增加变化非常小 ,但随油田产量的增加而增加较大 相似文献
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考虑非线性管-土接触模型的钢悬链线立管触地区动态曲率分析 总被引:1,自引:1,他引:0
钢悬链线立管(SCR)具有特殊的结构型式,循环载荷作用下,由于海床模型的不确定性易导致触地区产生较高的弯曲应力,引发疲劳损伤。基于非线性P-y曲线管-土接触模型,运用大挠度曲线梁模型来模拟SCR与海床土的相互作用,研究SCR在浮体二维运动和海床作用下,触地区的动态曲率变化情况。由计算结果可知:1)由于在立管的有效张力中考虑局部曲率的影响,导致立管触地区的有效张力显著增加,并产生较高的弯矩; 2)动态分析中,分别运用线弹性海床和非线性海床模型,研究立管触地区的相对曲率随相对时间的变化曲线,表明非线性海床将使触地区的相对曲率具有明显的非线性,且有多个峰值,变化幅度较大,并出现反向曲率; 3)垂荡运动比纵荡对曲率的影响大,且运动幅值越大,影响越明显。 相似文献
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针对现有油膜检测技术难以准确测算油膜面积且检测精度受天气条件影响大的问题,本文提出了一种基于热红外图像的海面油膜面积测算方法。采用波段为 8耀14 滋m 的红外热像仪获取海面油膜的热红外图像,对采集的油膜图像进行预处
理 (灰度化、中值滤波和锐化);基于图像灰度分布特征分割油膜区域 (感兴趣区域,ROI),采用形态学操作对 ROI 进行填充、腐蚀与膨胀,并对 ROI 进行数学表征;通过像素面积法计算 ROI 实际物理面积。实验结果表明:在不同的外界天气环境下 (如海浪、海风、海雾、不同光照等环境),该方法对不同黏度的石油样品在海面形成的油膜均有良好的检测精度, ROI 面积计算平均误差为 3.77%。 相似文献
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多波束测深边缘波束误差的综合校正 总被引:15,自引:2,他引:13
边缘波束误差是影响多波束测深数据精度的主要因素,数据精度影响其可信度和使用范围,也是进行相关研究的基础.多波束勘测系统声呐参数的精确校正、勘测区声场模型的建立以及实时勘测海洋噪声的合理剔除是影响边缘波束数据质量的关键因素,严重时甚至导致勘测数据出现沿测线方向的条带状假地形或地形位置偏移.上述因素对多波束勘测数据的影响是一个综合作用的过程,靠单一的校正或编辑方法很难提高采集数据的精度.以多波束勘测原理和声学理论为指导,以多波束实测数据为研究基础和分析对象,运用GIS面向对象方法,全面分析造成多波束勘测大误差边缘波束的原因,并探寻改善已勘测多波束大误差数据、提高数据精度的综合处理方法,最终以可视化的方式实现人机交互处理.该项研究成果已初步应用于海洋项目总图编绘工作,并取得了预期效果. 相似文献
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基于严密波束归位模型的多波束测深点不确定度改进方法 总被引:1,自引:0,他引:1
利用不确定度可有效对多波束测深成果质量进行评估,针对现有不确定度计算模型因近似或简化导致一定误差的问题,本文提出一种基于严密波束归位模型的多波束测深点不确定度改进方法。首先分析了多波束测深过程中的各项误差源,基于误差传播定律与严密波束归位模型,详细推导了各误差源在波束归位各阶段的误差传播情况,最终得出了多波束测深成果不确定度的计算模型。文中利用实测数据计算了每个测深点的不确定度,绘制了单Ping扇面及条带的不确定度分布图,有利于直观、全面地了解所有测深点的误差变化趋势;计算结果与常用HGM不确定度模型进行了对比,表明本文方法更具合理性,对多波束测深成果的质量评估具有一定的参考价值。 相似文献
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An artificial neural network (ANN) was applied to predict seasonal beach profile evolution at various locations along the Tremadoc Bay, eastern Irish Sea. The beach profile variations in 19 stations for a period of about 7 years were studied using ANN. The model results were compared with field data. The most critical part of constructing ANN was the selection of minimum effective input data and the choice of proper activation function. Accordingly, some numerical techniques such as principal component analysis and correlation analysis were employed to detect the proper dataset. The geometric properties of the beach, wind data, local wave climate, and the corresponding beach level changes were fed to a feedforward backpropagation ANN. The performance of less than 0.0007 (mean square error) was achieved. The trained ANN model results had very good agreement with the beach profile surveys for the test data. Results of this study show that ANN can predict seasonal beach profile changes effectively, and the ANN results are generally more accurate when compared with computationally expensive mathematical model of the same study region. The ANN model results can be improved by the addition of more data, but the applicability of this method is limited to the range of the training data. 相似文献
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As a contribution to the deepwater oil and gas industry, this paper addresses the use of optimization techniques together with a design of experiments (DOE) assessment, as a way of automating the design of compliant vertical access risers (CVARs) while also leading to an optimal riser configuration based on some desired efficiency parameters. The CVAR is a new riser concept that can improve the structural performance of the production system and also provide several operational benefits. The DOE is a statistical technique that provides an objective measure of how design parameters are correlated and the effective contribution of each one at the riser performance. Based on such a study some general conclusive remarks on the global behavior of CVAR will be presented. Such results also play an important role for the optimization process, as it can highlight significant design parameters, enabling design simplifications and efficiency improvement. For optimization assessment, geometric parameters are taken as the design variables and the design constraints consider both structural integrity and operational criteria. A multi-objective approach is considered taking into account the structural performance and geometric criteria. Optimal solution is obtained by NSGA-II method. Extreme and operational environmental conditions of a Brazilian offshore field are used as the base case. 相似文献
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The dynamic analysis of a deepwater floating structure is complex due to dynamic coupling between the platform and the moorings/risers. Furthermore, the system response at the incident wave frequency and at the resonant low frequency is coupled due to geometric and hydrodynamic nonlinearities. As such, it is generally held that a fully coupled time-domain analysis should be used for an accurate prediction of the dynamic response. However, in a recent work, it is found that for an ultra-deepwater floating system, a fully coupled frequency-domain analysis can provide highly accurate response predictions. One reason is the accuracy of the drag linearization procedure over the motions at two time scales, another is the minimal geometric nonlinearity of the moorings/risers in deepwater. In this paper, the frequency-domain approach is investigated for intermediate water depths, and it is found that the accuracy reduces substantially as geometric nonlinearity becomes important. Therefore, a novel hybrid approach is developed, in which the low-frequency motion is simulated in the time domain while the wave frequency motion is solved in the frequency domain at regular intervals. Coupling between the two analyses is effected by the fact that (i) the low-frequency motion affects the line geometry for the wave frequency motion, and (ii) the wave frequency motion affects the modeling of the drag forces, which damp the low-frequency motion. The method is found to be nearly as accurate as fully coupled time domain analysis even for a system with a preponderance of nonlinear and coupling effects, but requiring only one-tenth of the computational effort. 相似文献
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Anh Duc Nguyen Hubert H.G. Savenije Duc Nghia Pham Duc Thang Tang 《Estuarine, Coastal and Shelf Science》2008
The fresh water discharge is an important parameter for modelling salt intrusion in an estuary. In alluvial converging estuaries during periods of low flow, when salinity is highest, the river discharge is generally small compared to the tidal flow. This makes the determination of the fresh water discharge a challenging task. Even if discharge observations are available during a full tidal cycle, the fresh water discharge is seldom much larger than the measurement error in the tidal discharge. Observations further upstream, outside the tidal region, do not always reflect the actual flow in the saline area due to withdrawals or additional drainage. Discharge computation is even more difficult in a complex system such as the Mekong Delta, which is a multi-channel estuary consisting of many branches, over which the freshwater discharge distribution cannot be measured directly. This paper presents a new approach to determine the freshwater discharge distribution over the branches of the Mekong Delta by means of an analytical salt intrusion model, based on measurements made during the dry season of 2005 and 2006. It appears that the analytical model agrees well with observations and with a hydraulic model. This paper demonstrates that with relatively simple and appropriate salinity measurements and making use of the analytical salt intrusion model, it is possible to obtain an accurate discharge distribution over the branches of a complex estuary system. This makes the analytical model a powerful tool to analyze the water resources in tidal regions. 相似文献
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针对源自经典Stokes边值理论的大地水准面计算模型适用性问题,提出了3种实用化的Stokes积分模型分阶段改化方法,分析讨论了数据截断误差和观测噪声对大地水准面计算结果的影响,设计了改化计算模型的数值检验方案,使用超高阶位模型EGM2008作为数值模拟标准场,对3种改化计算模型进行了数值计算实验和精度检核,同时开展了数据观测噪声影响评估检验,得出了一些有参考和实际应用价值的研究结论。在一定条件下,使用改化Stokes方法计算大地水准面可获得1 cm的内符合度。 相似文献