关于来流对槽道推进器流体动力性能影响的研究   总被引：1，自引：0，他引：1  

张潞怡  徐玉如 《海洋工程》1995,(1)

作为主动操纵装置的船艏侧推器，其侧推效率受船速的影响会有很大的变化。为能有效地进行操纵控制，本文从理论和实验两方面人手，研究了艏侧推器受船速影响的流体动力性能，并在一定的速度范围内，获得了一种理论估算方法。  相似文献   

Effectiveness of Cartogram for the Representation of Spatial Data     

《The Cartographic journal》2013,50(1):12-21

Abstract

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Cartogram is a technique for visualisation of the geographical distribution of spatial data. It has two main types, i.e. distance cartogram and area cartogram. Area cartogram is a transformed map in which areas are resized in proportion to an attribute value. A number of techniques have been developed for the generation of area cartograms. Some researchers consider cartogram as a very effective technique for visualisation of spatial data, while others doubt about the effectiveness because of the possible distortion in shape and/or disconnectivity in topology. This study aims to evaluate the effectiveness of area cartogram for visualizing spatial data. In this study, two comparative experiments have been conducted. One is the comparison between thematic maps and cartograms, and the other is the comparison among different types of area cartogram. Two sets of data with different characteristics are used, i.e. 2005 China population data and 1996 US election data. Results show that cartogram is more effective in the representation of the 1996 US election data which provides a qualitative result (i.e. in binary form or nominal data), but thematic map is far more effective in the representation of 2005 China population data which provides a quantitative result (in classes or ordinal data). It is also found that among different types of area cartogram, pseudo-cartogram is the most preferred technique and Dorling cartogram is the least preferred one.  相似文献   

不同覆盖物抑制铀尾矿氡析出的效果     

谭凯旋  胡寒桥  刘泽华  吕俊文  夏良树 《矿物学报》2012,32(2):233-237

对5种不同覆盖物（红土、砂、废石、砂与红土混合物、废石与红土混合物）降低铀尾矿氡析出的效果进行了现场实验研究。结果表明,不同覆盖物的效果存在较大差异,在相同覆盖厚度条件下,氡析出率降低系数是红土〉红土与废石混合物〉红土与砂混合物〉废石〉砂。表面氡析出率随覆盖物厚度增大而减小,氡析出率降低系数的对数与覆盖厚度成正比,所得到的各种覆盖物的拟合线性方程可用来评价覆盖效果。建立了各种覆盖物覆盖厚度估算的经验公式。综合考虑降氡效果、经济成本、生态环境效应,废石与红土混合物是该地区铀尾矿库最佳覆盖物。  相似文献   

基于大地形变监测的大震预测问题思考     

王双绪 《国际地震动态》2011,(2):8-13

本文以中国西部大地形变监测与地震预测实践为基础, 简要总结回顾了利用大地形变进行强震预测研究的工作思路、方法和一些进展; 进而结合2001年昆仑山口西8.1级、 2008年四川汶川8.0级特大地震前区域地壳运动变形背景和已有的研究结果, 分析和探讨了基于大地形变监测、 并考虑地震构造的差异性来进一步提高大震预测的有效性...  相似文献   

基于砂箱物理模拟的断层封闭有效性评价新方法     

景紫岩  李国斌  付晓飞  孟令东  杨兆平  赵永飞 《地质论评》2022,68(1):348-358

泥岩涂抹的连续性影响油气跨断层运移,在相似岩性、相似应力条件下,泥岩厚度和断距长度是影响泥岩涂抹连续性的主要因素.本文结合岩芯观察,借助三维定量物理模拟实验对泥岩涂抹的连续有效性进行了研究.结果表明:①泥岩有效涂抹是决定断层封闭性的必要条件,涂抹连续厚度是封闭性评价的重要参数;②受剪切作用在断层带中形成连续的泥岩涂抹油...  相似文献   

人工洞室上直流电阻率法视电阻率的异常特征     

龚胜平  李振宇  余永鹏  周欣  黄威 《CT理论与应用研究》2008,17(2)

直流电阻率法装置种类较多,根据实际地质条件选用不同的装置类型,通过对探测结果进行综合对比分析,可全面地反映地下洞室赋存状态.通过对一地下人工洞室进行多种装置类型直流电阻率法勘查,综合分析了各种装置类型探测结果的视电阻率异常特征,并论述了直流电阻率法探测地下人工洞室的有效性.  相似文献   

莺歌海盆地莺东斜坡带隐蔽油气藏类型及成藏主控因素   总被引：11，自引：0，他引：11  

何家雄  夏斌  张树林  刘宝明 《海洋地质与第四纪地质》2005,25(2):101-107

莺东斜坡带具有“两脊一洼”分段式展布之特殊区域地质构造格局,且自北而南“两脊一洼”三段式分布具有明显不同的构造及断裂活动特征与油气运聚规律,故不同区域区带隐蔽油气藏类型及成藏主控因素差异明显,其中,北段(即北延伸脊)成藏主控因素主要取决于烃源及油气运聚输导系统;中段(一洼即岭头断阶区)成藏主控因素则受控于烃源与岩性圈闭的有效性;南段(南延伸脊)成藏主控因素主要取决于地层岩性复合圈闭的有效性。根据不同类型隐蔽油气藏的成藏主控因素及分布规律,即可采取不同的研究方法及勘探技术对策,以期获得油气勘探的突破。  相似文献   

吉林省东南部半山区高效生态农业模式研究——以吉林省柳河县圣水镇为例   总被引：6，自引：0，他引：6  

宋凤斌  杨富亿  李景林  邵庆春  陈国双 《地理科学》2003,23(3):323-328

根据圣水镇小流域自然和社会经济状况以及区域国民经济发展的要求,以圣水镇小流域为主体,进行试验与示范。开展了水土流失综合治理模式和生态农业模式研究,同时进行生态经济效益监测和评价,在此基础上构成高效生态农业模式,建立具有水土保持兼高效生态经济功能的综合农业复合生态系统,实现半山区小流域开发建设中经济效益、生态效益和社会效益的协调与统一,在半山区及其类似地区有应用前景和推广价值。  相似文献   

Modelling of pile wave barriers by effective trenches and their screening effectiveness   总被引：2，自引：0，他引：2  

S. E. Kattis  D. Polyzos  D. E. Beskos 《Soil Dynamics and Earthquake Engineering》1999,18(1):78

The three-dimensional problem of isolation of vibration by a row of piles is studied numerically on the basis of a model replacing the row of piles by an effective trench in order to reduce the modelling complexity. The analysis is accomplished with the aid of an advanced frequency domain boundary element method, which is used for both the infilled trench and the soil medium in conjunction with a coupling procedure based on enforcement of equilibrium and compatibility at the trench–soil interface. Linear elastic or viscoelastic material behaviour is assumed for both the piles and the soil. The piles can be tubular or solid and have circular or square cross-section. The vibration source is a vertical force, harmonically varying with time, and the row of piles acts as a passive wave barrier. The effective trench model is constructed by invoking well known homogenization techniques used in the mechanics of fibre-reinforced composite materials, and its accuracy is compared against a rigorous boundary element analysis modelling each pile separately in full contact with the soil medium. On the basis of the effective trench model, the screening effectiveness of a row of piles is studied through parametric studies.  相似文献   

Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI)          下载免费PDF全文

D. Pietrosanti  M. De Angelis  M. Basili 《地震工程与结构动力学》2017,46(8):1367-1388

The paper concerns the optimal design and performance evaluation of a Tuned Mass Damper Inerter (TMDI) to reduce dynamic vibrations. The system exploits properties of the inerter, a two‐terminal mechanical device able to produce a force proportional to the relative acceleration between terminals, with the ability of generating an apparent mass even two orders of magnitude greater than its own physical mass. A primary single‐degree‐of‐freedom structure is equipped with a classical linear Tuned Mass Damper (TMD), the secondary structure, whose mass is connected to the ground via an inerter. The optimal design of the TMDI is conducted by assuming a white noise process as base input and utilizing three different design methodologies: displacement minimization, acceleration minimization and maximization of the ratio between the energy dissipated in the secondary system and the total input energy. Optimal results obtained with the different methodologies are carried out and compared. Two limit cases are also considered when the inerter is not contemplated: conventional and non‐conventional TMDs, characterized by a low and a large mass ratio, respectively. The TMDI performance is evaluated and compared with conventional and non‐conventional TMDs; moreover, its robustness is assessed with a sensitivity analysis varying the design parameters. Attention is focused not exclusively on the primary structure response but also on the secondary one. Finally, the effectiveness of the optimally designed TMDI is evaluated having considered earthquake base excitation. Results demonstrate the effectiveness of TMDI systems for dynamic response reduction with superior performances and robustness than classical TMDs. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献