Development and application of simulation technique for hydrokinetic hammer     

Tianye ZHU  Qingyan WANG  Kun YIN  Siyi WANG 《世界地质(英文版)》2007,10(2)

The computer simulation is an important method for hydrokinetic hammer design. Various kinds of simulation measures with their technical characters and applications being taken during the computer aided design are enumerated. Computer simulation supports plenty of valuable references to the designer. Each type of simulation process is used to explore the exact aspect of the performance of hydrokinetic hammer and each type of simulation method has its own excellences and deficiencies. Thus the integrative simulation methods based on modern computational technology are brought forward to obtain the perfect capability of the whole product. Along with the development of computer hardware and software, various kinds of platforms have been provided to different simulation methods that can be carried out with distinct working flows. The jet flow element is the core part of the hydrokinetic hammer. We can build the ideal simulation model of it by means of CFD (computational fluid dynamics) technology. On the other hand, to set up the digital model of piston and hammer, the best way is to build the virtual prototype using automatic dynamic analysis of mechanical system. As a result of the argumentation, we think the technique of Virtual Prototype and CFD are the prime way to process the combined computer simulation for hydrokinetic hammer.  相似文献   

Biodegradation and transport of benzene,toluene, and xylenes in a simulated aquifer: comparison of modelled and experimental results     

Jiin‐Shuh Jean  Ching‐Lang Tsai  Shen‐Haw Ju  Chun‐Wen Tsao  Shih‐Ming Wang 《水文研究》2002,16(16):3151-3168

Both laboratory experiments and numerical modelling were conducted to study the biodegradation and transport of benzene–toluene–xylenes (BTX) in a simulated semi‐confined aquifer. The factors incorporated into the numerical model include advection, hydrodynamic dispersion, adsorption, and biodegradation. The various physico‐chemical parameters required by the numerical model were measured experimentally. In the experimental portion of the study, BTX compounds were introduced into the aquifer sand. After the contaminants had been transported through the system, BTX concentrations were measured at 12 equally spaced wells. Subsequently, microorganisms obtained from the activated sludge of a sewage treatment plant and cultured in BTX mixtures were introduced into the aquifer through the 12 sampling wells. The distribution data for BTX adsorption by the aquifer sand form a nonlinear isotherm. The degree of adsorption by the sand varies, depending on the composition of the solute. The degradation time, measured from the time since the bacteria were added to the aquifer until a specific contaminant was no longer detectable, was 35–42 h for BTX. The dissolved oxygen, after degradation by BTX compounds and bacteria, was consumed by about 40–60% in the entire simulated aquifer; thus the aerobic conditions were maintained. This study provides insights for the biodegradation and transport of BTX in aquifers by numerical modelling and laboratory experiments. Experimental and numerical comparisons indicate that the results by Monod degradation kinetics are more accurate than those by the first‐order degradation kinetics. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

耦合非线性薛定谔方程的高精度守恒差分格式     

谢树森  尹丽萍 《中国海洋大学学报(自然科学版)》2009,39(3)

提出解非线性耦合Schrodinger方程的1种差分格式.理论证明此格式关于时间和空间具有二阶精度,保持了连续方程的2个守恒量,并且是收敛、无条件稳定的.大量的数值试验证明了差分格式的精度以及守恒性.  相似文献   

引水工程复杂水流的二、三维嵌套数值模拟     

尹则高  SHI Bing  姜成堃  ZHAO Lin 《中国海洋大学学报(自然科学版)》2008,38(4)

建立宽浅河道与管道水流的二、三维嵌套的数学模型,对基本的控制方程、方程的数值离散格式和求解方法、嵌套连接和初始边界条件等问题进行研究.利用上述方法对某工程实例进行计算,在宽广水域上给出了水力要素的平面分布,在复杂边界强三维流动的计算区域得到其三维运动特性.计算结果与实验资料进行了比较,两者吻合较好,说明嵌套连接的二、三维数学模型是解决某些实际工程问题的一种可靠的和有效的工具.  相似文献   

中太平洋海山区富钴结壳构造与地球化学特征及意义     

崔迎春  任向文  刘季花  石学法  尹京武  郝金华 《海洋科学进展》2008,26(1):35-43

为了释读蕴藏在富钴结壳中的环境变化信息,运用电子探针技术对中太平洋海山CXD05结壳进行了详细的构造和地球化学研究.结果表明:1)CXD05结壳约从19.4 Ma BP(早中新世)开始发育,从基部至顶部依次发育了斑杂构造、柱状构造和纹层构造;2)结壳中亲氧元素和碎屑组分从老至新发生规律性变化.结壳构造序列反映了其生长过程中海洋动力环境能量由高到低的变化;而壳层亲氧元素和碎屑组分的变化则记录了海水的氧化程度和风尘影响强度的变化.  相似文献   

基于GIS技术的道路交通安全信息系统研究   总被引：1，自引：0，他引：1  

殷福忠  刘红军  丁明柱  张延波 《地理信息世界》2008,6(6)

以GIS技术为基础,针对道路交通事故信息管理的具体要求和特点,分析交通事故的发生原因、概率及各种隐患表现的定性或定量具体内容,利用GIS-RTSIS对交通事故进行分析,标示事故黑点信息和空间分布,并研究引发交通事故的各种因素,在有效掌握道路交通安全系统问题的同时,找到预防交通安全事故发生的各种途径,为道路安全评价和控制提供决策依据.文章以哈尔滨市GIS-RTSIS模拟示范工程为例.详细探讨了有关基于GIS的道路交通安全信息系统的框架设计、系统研制及开发思路.  相似文献   

塔里木盆地北部白垩系-古近系不同段、带沉积体系比较研究     

朱如凯  高志勇  郭宏莉  韩丹  张丽娟  孙玉善  程明 《沉积学报》2007,25(3):325-331

塔里木盆地北部库车坳陷—塔北地区白垩系—古近系发育有冲（洪）积扇、终端扇、三角洲（扇三角洲、辫状河三角洲、正常三角洲）、湖泊、滨岸海滩、潮坪—潟湖等多种沉积相类型。研究区南、北带及东、中、西段在不同沉积演化时期发育的岩性组合、沉积相类型及沉积相平面展布规模方面也有明显差异,北带主体为粗碎屑沉积,发育扇三角洲沉积;南带沉积物粒级相对较细,主体发育辫状河三角洲,这种差异主要受当时古构造位置、古地形坡度、沉积物源远近及古气候控制。  相似文献   

山东东营凹陷新生代天文地层表简介   总被引：6，自引：0，他引：6  

YAO Yi-min )  XU Dao-yi )  ZHANG Hai-feng )  HAN Yan-ben )  ZHANG Shou-peng )  YIN Zhi-qiang )  LI Bao-li )  HE Qing-fang )  BIAN Xue-mei ) ) Geological Scientific Research Institute of Shengli Oilfield Company  SINOPEC  Dongying    ) Institute of Geology  China Earthquake Administration  Beijing    ) National Astronomical Observatories  Chinese Academy of Sciences  Beijing 《地层学杂志》2007,(Z2)

综合山东东营凹陷郝科1等6口井的天文地层研究结果提出"东营凹陷新生代天文地层表",表中列出的是"国际地层表(2004)"、"中国区域年代地层表(2000)"和0—65Ma期间天文偏心率405ka周期编号以及东营凹陷孔店组(顶部)至平原组各组的年龄以及东营凹陷新生代51Ma以来3个大的地层不整合:1)沙河街组二段下部,大约33.8—33.4Ma期间405ka周期振幅不明显、100ka周期较强,与南大西洋33.4—33.7Ma和热带太平洋33.6—33.7Ma期间沉积物中显著转折等特征可作对比;2)东营组-馆陶组界线上下,东营组三角洲顶面最后萎缩时间约为24.467Ma,推测由此至渐新世末(23.03Ma),大约近1.5Myr期间本区没有大的湖泊,而是冲积—河流相沉积,中新世初(23.03Ma)快速隆起,直到约18—16Ma开始馆下段的上部沉积,这一区域性角度不整合面形成大约持续5—7Myr;3)上新统-更新统界线上下,根据本区东辛2-4井古地磁和天文地层研究,测出布容、松山、高斯和吉尔伯特等4个极性时,求出2.546Ma—1.806Ma期间[明上(上)亚段顶]可能沉积并剥蚀过的地层厚度为129m;1.806—0.908Ma期间,因构造活动本区上升成为高山,第四系平一段底部形成了大的不整合面。  相似文献   

山东东营凹陷渐新统东营组的天文地层研究   总被引：4，自引：2，他引：2  

XU Dao-yi )  YAO Yi-min )  ZHANG Hai-feng )  HAN Yan-ben )  YIN Zhi-qiang )  HE Qing-fang )  BIAN Xue-mei ) ) Institute of Geology  China Earthquake Administration  Beijing    ) Geological Scientific Research Institute of Shengli Oilfield Company  SINOPEC  Dongying    ) National Astronomical Observatories  Chinese Academy of Sciences  Beijing 《地层学杂志》2007,(Z2)

选定东营凹陷牛38、郝科1和利1等3口井东营组进行天文地层研究。以牛38井沙河街组一段顶界31.8Ma作为东营组底界年龄,得到3口井各段的年龄平均值为:东二段底28.406Ma,东一段底25.385Ma和顶界24.467Ma。东营组底界(31.829Ma)大致相当于"中国区域地层表"提出的32Ma的渐新统底年龄,但是与"国际地层表"提出的渐新世鲁培尔阶底界(33.9Ma)相差1.9Myr。东三段底界、顶界的平均年龄分别为31.829Ma、28.406Ma大致可与中国的乌兰布拉格阶或国际的鲁培尔阶中上部相当;东二段底界至东一段顶界的平均年龄大致相当于塔本布鲁克阶或夏特阶。根据东营组岩石地层与天文地层研究认为,在三角洲沉积过程中,东营组各段界线是穿时的,如东三与东二段界线的年龄相差可达1.4Myr。根据偏心率理论曲线和小波分析,夏特阶底界(28.4Ma)附近的变化可能与偏心率100ka左右理论周期的特殊变化有关。  相似文献   

山东济阳坳陷始新统-渐新统天文地层界线年龄分析   总被引：2，自引：2，他引：0  

YAO Yi-min )  XU Dao-yi )  HAN Yan-ben )  YIN Zhi-qiang )  ZHANG Hai-feng ) ) Geological Scientific Research Institute of Shengli Oilfield Company  SINOPEC  Dongying    ) Institute of Geology  China Earthquake Administration  Beijing    ) National Astronomical Observatories  Chinese Academy of Sciences  Beijing 《地层学杂志》2007,(Z2)

山东济阳坳陷沙河街组上部天文地层研究是以牛38井沙三段中亚段顶界年龄34.892Ma作为标定,分析和计算出沙二段下亚段底年龄为33.799Ma、沙段二段上亚段底为33.338Ma、沙一段底为32.940Ma和东营组底为31.829Ma。从天文地层界线年龄分析,沙三段-沙二段界线的年龄大致可对比为"国际地层表(2004)"始新统-渐新统界线年龄33.90Ma,而沙二段下亚段-上亚段界线年龄比国际始新统-渐新统界线的滞后大约600ka。在"中国区域地层表"始新统-渐新统界线年龄(32Ma)和"国际地层表"的始新统-渐新统界线年龄(33.9Ma)之差的1.9Myr,大致相当于本区计算的沙一、二段的持续时间。SP数据的小波分析表明,在沙二段-沙三上亚段界线附近,即约33.8Ma之后,约405ka周期开始变得不明显、不规则,幅度亦下降,剧烈突变发生时间在33.4Ma左右。上述界线对应偏心率周期的理论值突变的时间。因此推论始新世-渐新世转折期是偏心率多个理论周期重迭而导致的一个特殊的时期,也是本区沙二段下亚段这段地层形成不整合面的时间,大约在33.8—33.4Ma期间。  相似文献