共查询到19条相似文献,搜索用时 812 毫秒
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文章基于RANS方程,应用动网格技术,数值计算分析了一种基于地效应原理的对拍翼推进器的推进性能,探讨了来流速度,拍动频率、振幅对推进性能的影响。计算结果表明拍动频率越高、拍动振幅越大则推进器的推力越大,而推进效率则会随来流速度以及拍动振幅的增大而呈现先增大后减小的趋势;同时对比分析了双翼对拍与单翼拍动产生的推力和推进效率;这种推进器构造简单,仅通过简单的相对拍动就可产生垂直于机翼轴向的推力,通过机翼的旋转就可产生任意方向的推力,能够满足水下机器人做六自由度运动的推力需求。 相似文献
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针对清洗机器人受水流作用的工作稳定性问题,采用大涡模拟方法对雷诺数Re分别为300、3 000、30 000等3种来流条件下的水下机器人流场动力学特性进行数值模拟,分析其时均流场、瞬态涡结构和受力特性。结果表明:紧贴船壳壁面的水下机器人周围流场稳定性很高,壁面效应使机器人尾涡脱落受到抑制;随雷诺数增加,流体边界层厚度减小,阻力系数和侧向力系数逐渐增大;雷诺数为30 000时,阻力系数为0.53,侧向力系数为0.28,侧向力控制是水下机器人后续研究的重点。研究结果能为清洗机器人工作过程的稳定性研究提供理论依据。 相似文献
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以梯形舵翼结构为研究对象,采用CFD大涡模拟及Lighthill声类比理论对不同舵角下舵翼结构的流场和声场进行数值预报,分析其涡量特性及流噪声特性。结果表明:来流速度相同时,随着舵角的增大,涡系越来越复杂,涡量及流噪声也随之增大;涡系主要集中在稳定翼的导边、舵翼的尾缘及舵与稳定翼之间;舵翼结构流噪声的声压级频谱频带较宽,无明显的主频率出现;低频时声压级幅值较大,并且随着频率升高而持续下降;舵翼尾缘及稳定翼导边前缘的声场强度比翼型两侧的声场强度大,这也和流场涡量分析结果一致,进而说明了涡流是产生流噪声的根本原因。 相似文献
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海底管线附近底床侵蚀稳定性的湍流数值模拟判别 总被引:1,自引:0,他引:1
本文基于粘性流体理论采用NEW K-ε双方程湍流模式对复杂底床形态情况下的海底管线附近流场进行了数值模拟,计算结果显示NEW K-ε湍流模型能够较好的模拟出管线后方的涡旋以及分离、脱落趋势.在流场数值模拟结果的基础上,本文进一步计算了管线附近底床的壁面剪切应力,并结合相应的泥沙临界起动切应力判据对其进行了侵蚀稳定性判别.稳定性分析结果与已有成果的比较显示本文的方法正确、可靠并具有能够揭示侵蚀机理和细微部位侵蚀情况等优点.同时,本文也对管线附近底质具有粘性特征以及固结作用的情况进行了有益的探讨. 相似文献
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三角形沟槽表面流场的数值模拟 总被引:1,自引:0,他引:1
湍流阻力在流体运输、航空和航海等领域广泛存在,是管道、常规运输机、水上船只、潜艇和机翼等与粘性流体接触的工作部件的主要能耗来源.文章利用有限体积法对26种三角形仿生非光滑沟槽表面流场进行了数值计算.近壁面区采用B-L两层模型,外区采用雷诺应力模型.通过与油槽实验数据定性对比,验证了数值模拟沟槽非光滑表面减阻的精度及可靠性,为软件模拟非光滑壁面流场提供依据.同时还对7种压力梯度下沟槽表面流场进行模拟,研究了压力梯度对减阻效果的影响. 相似文献
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Liyanarachchi Waruna Arampath De Silva Hajime Yamaguchi 《Journal of Marine Science and Technology》2012,17(3):261-275
The possibility of extracting energy from gravity waves for marine propulsion was numerically studied by a two-dimensional oscillating hydrofoil in this study. The commercially available computational fluid dynamics software FLUENT was used for the unstructured grid based on the Reynolds-average Navier?CStokes equation. The free surface waves and motion of the flapping foil were implemented by customizing the FLUENT solver using a user-defined function technique. In addition, dynamic mesh technology and post processing capabilities were fully utilized. The validation of the model was carried out using experimental data for an oscillation hydrofoil under the waves. The results of the simulation were investigated in detail in order to explain the increase of propeller efficiency in gravity waves. Eight design parameters were identified and it was found that some of them greatly affected the performance of wave energy extraction by the active oscillating hydrofoil. Finally, the overall results suggested that when the design parameters are correctly maintained, the present approach can increase the performance of the oscillating hydrofoil by absorbing energy from sea waves. 相似文献
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Investigation of cavitation inception characteristics of hydrofoil sections via a viscous approach 总被引:1,自引:0,他引:1
Unlike traditional approaches based on potential theory, this work investigated the cavitation inception characteristics of hydrofoil sections by solving Reynolds-averaged Navier–Stokes (RANS) equations. The viscous effects at high Reynolds numbers were taken into account through calculation of the eddy viscosity using a k- model. This viscous approach delivers the lift and drag forces in a more self-contained way, which cannot be obtained directly from the potential theory. A comparison with smooth surface measurements validates the proposed numerical method. Two approaches to include the roughness effects are also described. The predictions of cavitation bucket characteristics based on potential theory are more conservative than those reached by the proposed viscous computations. Hydrofoil sections with different camber ratios, foil thicknesses, and Reynolds numbers were studied numerically. A decrease in the Reynolds number tends to increase the cavitation-free region without changing the shape of the steep region. An increase in foil thickness gives a range increase in the angle of attack where no cavitation is expected. An increase in the camber ratio moves the cavitation-free location of the angle of attack, and slightly increases its range. 相似文献
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Jing-Fa Tsai 《Journal of Marine Science and Technology》1997,2(3):123-134
The effects of cupping on a 0.7 radius foil section with a maximum thickness ratio of 3.5% of the Gawn-Burrill propeller series
were studied both numerically and experimentally. A cupped foil increases its lift as a result of the induced camber by the
cup, as the numerical results demonstrate. Also, the minimum pressure location of cupped foil moves from midchord to the cupped
position near the trailing edge when the foil is in shock-free entrance. The calculated results and the tests confirm that
cupped foil increases lift and may improve the cavitation performance of an underpitched propeller. 相似文献
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沙湾水电站厂房基础为堰塞粉土,覆盖层厚,地形地貌地质条件复杂,基坑深、大.对基坑开挖、支护技术进行了优化;粉细沙层以下采用高喷防渗墙形成阻水帷幕,防止开挖过程出现流土,减小基坑排水量;施工围堰为土工膜防渗土石围堰;基坑边坡以锚喷混凝土护坡为主、排板桩梁支挡为辅的支护形式;并对开挖过程实施安全监控.确保了基坑周围建筑物的施工期安全. 相似文献
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借助有限差分软件模拟某工程超大型基坑逆作法施工后的地表沉降,分析基坑平面尺寸和地下连续墙的深度、宽度及弹性模量等因素对地表沉降的影响,模型计算结果显示超大型基坑到沉降收敛点的距离应至少为基坑最大挖深的8倍,该结果大于以往文献中关于基坑到沉降收敛点的距离为基坑最大挖深4倍的建议值. 相似文献
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地震作用下场地液化是码头结构发生破坏的主要原因之一。针对一种20万吨级卸荷式板桩码头建立二维有限元数值模型,采用有效应力法对该码头结构进行动力时程分析,研究其在可液化场地条件下的受力变形特征以及周围土体的动力反应。结果表明:可液化场地条件下,板桩码头的前墙变形与传统单锚式柔性挡墙不同,未出现明显的凸胀变形;地震作用过程中前墙承担的弯矩最大,最大弯矩位于海底泥面附近;码头结构对周围土体的地震反应有放大效应,临空面对土体地震动峰值加速度(PGA)影响范围随地震强度的增加有减小的趋势;墙后填土液化范围随地震动强度的增加逐渐扩大,在0.50g情况下存在整体滑移的危险。 相似文献