10 resultados para Cape Cod

em Chinese Academy of Sciences Institutional Repositories Grid Portal


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本文描述了一个研究材料动态断裂特性的实验方法.该方法采用霍布金森压杆装置,以火药枪为动力,在加载率K_I大于10~7kg•mm~(-3/2)•S~(-1)条件下将带有穿透裂纹的管状试件冲击拉断.实验中,运用云纹原理,通过一套光学装置,用瞬态变换器记录裂纹张开位移随时间的变化.用粘贴在试件上不同位置的应变片,通过超动态应变仪,用瞬态变换器记录入射、反映和透射应力波.由此确定作用于裂纹面的载荷随时间的变化。由反射应力波记录到的裂纹起裂时产生的卸载扰动讯号和裂纹张开速率的急骤转折点来确定起裂点. 本方法与目前广泛采用的示波摆锤冲击法相比,加载速率提高了近两个数量级,更能适应动态破坏的需要.而且力学分析基础也较摆锤冲击法更可靠.采用上述测量和记录系统,采样时间为0.2μs,断裂全过程约36μs,可得180个数据点,为对断裂各阶段进行分析提供了可能.

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Submitted by zhangdi (zhangdi@red.semi.ac.cn) on 2009-06-04T08:36:34Z No. of bitstreams: 1 dspace.cfg: 33388 bytes, checksum: ac9630d3fdb36a155287a049e8b34eb7 (MD5)

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Application of electron-cooling upgrades the quality of ion beams in the storage rings and brings new problems. The transverse magnetic field distorts the ion orbit while guiding the intense electron beam. The closed-orbit distortion should be and can be localized and controlled well inside the ring acceptance. This paper deals with the field in the e-cool section and concomitant COD of ion orbit and shows the correction scheme.

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稠油乳化段废水中的主要污染物为有机聚合物和石油类污染物 ,BOD5 COD值极低 ,可生化性差 .通过厌氧处理可使污染物发生水解反应 ,BOD5 COD值由 0 0 8升为 0 15 (2 88h) .与其它难降解有机废水的厌氧处理结果不同 ,在BOD5增加的同时 ,COD亦大幅度增加 .而在全部厌氧反应过程中 ,TOC一直呈下降趋势 ,表明水样中的污染物在生物作用下不断得到削减 ;在COD达到最高时 ,石油类污染物中胶质的浓度大幅度降低 ,烷烃的浓度升高 ,说明以胶质为代表的大分子污染物因水解反应 ,由K2 Cr2 O7不能氧化状态变为可氧化状态 ,导致COD测量值显著升高

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Using the method of the correlation analysis this paper discusses the relations between COD concentration change and the tide in the western Zhi Wu Gulf of Yan Tai. The tropic equation was given. It can be seen that the correlation between the concentration of COD and the tide level is minus in the north of this Bay. However it is positive in the south of this Bay. The concentration of COD in oreases with the increases of mean range of tide. The concentration of COD for flood tide is less than it for ebb current in the north of the Bay and vice verse in the south of the Bay.

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在实验室条件下模拟了人工土层快滤系统,运用均匀设计原理来寻求最佳COD去除率的主要设计参数的方法,即人工土组成(石英砂/土)、运行周期(淹水时间、湿干比)等。用倒数方程法来求得系统的COD稳定去除率,利用逐步回归法,建立了人工快速渗滤系统的主要设计参数与COD去除率之间的多元线性回归模型。研究结果得到的主要参数优化方案是石英砂/土=1.073,淹水时间=4h,湿干比=1/8,理论最大COD去除率为84.73%。理论结果与验证结果基本一致,表明此方法是可行的。同时,从优化模型中可以看出人工土组成与湿干比存在交互作用。