Kicker电源数字延迟线及低压监测系统设计

踢轨磁铁（Kicker）电源系统是兰州重离子加速器冷却储存环（HIRFL-CSR）注入引出系统中实现快引出的一个关键元件，主要功能是为踢轨磁铁提供快脉冲励磁电流以产生所需要的快脉冲磁场。踢轨磁铁（Kicker）电源系统各触发脉冲是否同步关系到束流能否顺利注入引出以及有好的束流品质。基于此，本文介绍了基于CPLD-EPM1270T144的数字延迟线系统，以满足HIRFL-CSR踢轨磁铁（Kicker）电源对触发脉冲进行适当延迟的要求；分析介绍了数字延迟线系统结构、工作原理、PCB制版及系统调试。实际检验证明本设计通过修改VHDL程序来调节延迟时间能够方便灵活的完成Kicker电源系统对脉冲同步的要求，延迟精度达到10ns。另外，由于Kicker电源提供的是高电压大电流的快脉冲，电流脉冲上升沿和下降沿为150ns、脉冲宽度为650ns,其脉冲峰值电流为2700A、工作周期为10s-17s，因此及时监控Kicker电源闸流管的工作状况以及电流脉冲波形特性非常重要。基于此，本文还进行了Kicker电源监测系统的设计。该设计主要针对闸流管误漏导通检测、电流脉冲宽度过宽过窄检测、脉冲宽度测量及脉冲计数等功能提出了电路的系统结构、工作原理，并完成了程序编程、仿真及外围电路设计

基于新技术的超导电源及失超保护装置研究与设计

超导磁铁以其能实现极高的磁场强度和较低的能量损耗的优势，正在迅速成为现代加速器系统中普遍采用的一项技术。为超导磁体提供励磁的超导电源也就成为了必需研究的课题。此外，与之相似的低压大电流电源也大量的应用于加速器系统中，服务于核物理研究工作。针对这类电源在加速器中的应用，本课题的主要挑战在于如何实现一种高效率和低纹波输出特性的电源。为此，本论文的作者采用了一种完全不同的拓扑结构“多路多相同步整流BUCK变换器”，来达到高效率和低纹波的目标。并尝试使用数字技术来实现控制单元。本论文首先详细介绍了“多路多相同步整流BUCK变换器”的拓扑，通过计算和推导介绍了这种拓扑是如何提高效率和减少纹波电流输出的。然后介绍了这种拓扑结构所必需解决的均流问题、其产生原因和解决办法：一种几乎无损的单路电流的测量方法，以及这种测量方法的原理和实现方法。之后介绍了整个电源的参数计算和PCB板设计的一些细节。最后详细介绍了用MCU实现的控制器的设计细节。作为超导电源必配的失超保护装置，它担负着在失超故障状态，将超导磁体内存储的能量在尽量短的时间内消耗在外部负载上，以用于实现保护超导磁体的功能。因此超导磁铁失超保护装置 的设计原则是：可靠性和经济性。本论文最后一部分详细介绍了按照这个目标设计的超导磁铁失超保护装置及其设计细节

加速器开关电源研究

本文主要介绍了HIRFL和HIRFL-CSR中使用的高稳定度直流稳流开关电源和脉冲开关电源的设计方法，给出了一台零电压开通移相软开关电源样机和一台斩波式两象限工作电源样机的设计过程的设计结果，并利用仿真软件对设计完成的电路进行了仿真，最后给出了样机电源的试验结果。引言介绍了本文选题的背景，HIRFL和HIRFL-CSR的有关情况，加速器对电源的要求，以及国内外同类电源的相关情况。第一章主要介绍了稳定电源中影响稳定度的主要因素及解决手段，最后建立起了斩波式电源和移相软开关电源的数学模型和等效电路。第二章主要介绍了零电压开通移相软开关电源的工作原理、设计方法、设计过程和样机试验结果。第三章则详细介绍了斩波式两象限工作电源的原理、设计、仿真和样机试验。第四章则讨论了开关电源的电磁兼容性，扼要介绍了电磁干扰的测量、抵制、相关国内国际标准，。然后分析了谐波的影响及其危害性，同时对CSR电源系统对电网将产生的影响进行了评估。第五章介绍了电源主要技术指标的定义、测量方法的测量仪器。第六章介绍了电源可靠性的有关概念及其评价。最后在第七章里，讨论了本文工作的意义。

高稳定度高压开关电源设计

本文分析了国内外开关电源的发展和现状，研究了高压开关电源的基本原理以及开关电源在电力直流操作电源系统中的应用。根据兰州重离子加速器的要求，设计了一种高稳定度高压开关电源。该系统在借鉴国外和已有的类似电源的基础上，通过采用新的元器件和新的电力电子技术设计而成。该系统以工GBT作为功率开关器件，构成BUCK开关变换器，采用脉宽调制（PWM）技术来控制输出电压的变化。系统中采用TL494、UC3637、ML57962等一系列集成电路，以实现实时采样电压反馈信号、PWM信号以及工GBT所需要的功率驱动信号。电路中采用斩波调压和逆变分开，各司其职的结构，保证了电路可靠、线性的调节；采用前馈电路进行补偿，确保系统能很好的抑制电网的中频扰动。通过MATLAB的计算仿真证明，这些措施都对对系统的性能起到了很好的作用。为了系统的安全可靠，还设计了软启动和过流保护电路。通过实验证明该系统能安全、可靠运行，达到了设计要求。

Study of an electroosmotic pump for liquid delivery and its application in capillary column liquid chromatography

A packed-bed electroosmotic pump (EOP) was constructed and evaluated. The EOP consisted of three capillary columns packed in parallel, a gas-releasing device, Pt electrodes and a high-voltage power supply. The EOP could generate output pressure above 5.0 MPa and constant flow rate in the range of nl/min to a few mul/min for pure water, pure methanol, 2 mM potassium dihydrogenphosphate buffer, the buffer-methanol mixture and the pure water-methanol mixture at applied potentials less than 20 W The composition of solvent before/after pumping was quantitatively determined by using a gas chromatograph equipped with both flame ionization detector and thermal conductivity detector. It was found that there were no apparent changes in composition and relative concentrations after pumping process for a methanol-ethanol-acetonitrile mixture and a methanol-water mixture. Theoretical aspect of the EOP was discussed in detail. An capillary HPLC system consisting of the EOP, an injection valve, a 15 cm x 320 mum i.d., 5 mum Spherigel C(18) stainless steel analytical column, and an on-column UV detector was connected to evaluate the performance of the EOP. A comparative study was also carried out with a mechanical capillary HPLC pump on the same system. The results demonstrated that the reproducibility of flow rate and the pulsation-free flow property of the EOP are superior to that of mechanical pump in capillary HPLC application. (C) 2004 Elsevier B.V. All rights reserved.

An electroosmotic pump for packed capillary liquid chromatography

An electroosmotic pump (EOP) capable of generating pressure above 3 MPa and mul/min flow rate with reverse phase mobile phases of HPLC was constructed and evaluated. The pump consisted of three parallel connected fused silica capillary columns (25 cm x 320 mum I.D.) packed with 2 mum silica materials, hollow electrodes, a high voltage DC power supply, and. a liquid pressure transducer. The EOP was applied in a capillary liquid chromatographic system for mobile phase delivery instead of a mechanical pump. Standard samples containing thiourea, naphthalene, anthracene, phenanthrene and acetonitrile were separated on a 15 cm x 320 mum I.D. 5 mum Chromasil C-18 packed capillary column with acetonitrile/water as mobile phase. (C) 2003 Elsevier Science B.V. All rights reserved.

Two-dimensional capillary electrophoresis involving capillary isoelectric focusing and capillary zone electrophoresis

Capillary isoelectric focusing (cIEF) and capillary zone electrophoresis (CZE) was on-line hyphenated by a dialysis interface to achieve a 2D capillary electrophoresis (CE) system. The system was used with just one high-voltage power supply and three electrodes (one cathode shared by the two dimensions). The focused zone in the first dimension (i.e. the cIEF) was driven to the dialysis interface by electroosmotic flow (EOF), besides chemical mobilization from the first anode to the shared cathode. And then in the second dimension (i.e. the CZE), the separated zone was further separated and driven by an inverted EOF, which originated from the charged layer of a cationic surfactant adsorbed onto the inner wall of the capillary. Finally, a solution of ribonuclease was rapidly separated to assess the feasibility of the two-dimensional CE implement. (C) 2003 Elsevier B.V. All rights reserved.

基于CAN总线的物流拣选设备的设计

简要介绍了物流的发展现状 ,详细描述了基于CAN总线的物流拣选系统的结构、供电方式和参数设定方法 ,并为系统硬件设计中的电源转换、总线驱动和地址译码等公共电路以及总线控制器、电子标签和指示灯控制器等主要设备提供了设计方案 ,为系统软件设计中的C5 1编译、通信协议、命令类型和程序控制规划等问题给出了相应的解决方法 ,还与进口同类产品的性能和价格进行了比较

轮式移动宜人机器人技术研究

轮式移动宜人机器人项目研究的主要目的是开发自主式仿人机器人样机 ,探索先进的机器人理论和技术。轮式移动宜人机器人由正交轮式移动平台、腰部、躯干及头部和双臂组成 ,共 2 1个自由度。整体结构包括 :电源系统、机械系统、控制系统和传感系统。电源系统采用车载电池供电。机械系统包括变刚度结构 ,提高了机器人与人交互作业的安全性。控制系统分为中央协调层和执行层结构。传感系统主要实现关节位置检测、姿态检测、力检测和视觉。文章讨论了此机器人的研究进展。

监控显示器及其在电力系统中的应用

这台显示器是根据某电力系统计算机控制的要求而设计的.本文简要介绍了设计特点及其在电力系统中实际应用的情况.本文介绍的监控显示器适用于工业过程控制.作者根据现场应用的经验,提出了研制工业监控显示器的一些想法.

中低纬度变化磁场的暴时特征研究

Magnetic storm is a kind of severe disturbances in the whole solar-earth electromagnetic space. It has significant effects on communication, electric power, oil transport pipe and human activities in space. Therefore, magnetic storms are worth for applications systems, not only being a favorable issue for scientists. In this paper, the spatial and temporal distributions of the magnetic fields produced by the magnetosphere-ionosphere current systems during storms are studied. Four parts are included in this paper decomposion of different disturbances with different origins, topological structure of the ring current, the asymmetric characteristics of the ring current, and the statistic peculiarities of the day-to-day variability (DTD) of Sq. 1 The decomposition of magnetic disturbances at mid-low latitudes and its evolutions during storms Transient variations in the geomagnetic field recorded at mid-low latitudes mainly include the storm-time variation (Dst), solar quiet daily variation (Sq) and disturbance daily variation (SD). With the data of the geomagnetic meridian chain observatories in China, 25 storms during the period of 1997 to 1999 have been analyzed. According to the features of different variations, a method of “three-steps decomposition” is developed by using the method of Natural Orthogonal Components (NOC), Correlation Analysis and Fourier Analysis to separate those three components in turn. The results show that, the first eigenmode by the MNOC clearly describing the special distribution and temporal evolution of storm-time variation, in addition, Correlation Analysis and Fourier Analysis offer a useful method to extract the Sq and SD variations. The latitudinal shift of the Sq current focus seems to be the principal reason of the day-to-day variaitons in the daily range of Sq. The magnitude of SD reaches a maximum during the main phase, and then gradually decreases. 2 The topology structure of the ring current during storms Both the mechanism of the ring current and the geomagnetic data suggest that the central plane of the ring current is declining to the geomagnetic equator plane with a tilt angle δ. Using the H and Z component data at two stations in a meridian chain, we deduce a new parameter describing the invariable peculiarity of different storms. Then the δ angle is calculated by using the data from a meridian chain and tested with the ERC model. Finally the deduced tilt angles are used to modify Dst index. 3 The asymmetric characteristics of the ring current during storms The variations of the geomagnetic field at mid-low latitudes show a significant dawn-dusk asymmetry, resulting from the superposition of the fields from the symmetric ring current and the partial ring current. On the basis of the data from the 20°E, 30°E meridian chains and 30°N latitudinal chain, the dawn-dusk asymmetry is investigated by using three methods, namely, statistic analysis, ring current model calculation and typical event analysis. This characteristic implies the asymmetry of the spatial distribution of the ring current. In addition, during the main phase after the sudden commencement (SC), H field increases and reaches maximum around noontime, implying the effect of the Chapman-Ferraro current. 4 The statistic characteristics of the day-to-day variability and its mechanism The day-to-day variability of the geomagnetic Sq field is studied by using the magnetic data from a meridian chain of magnetometers along 120° E longitude. The method of NOC is applied to separate the Sq variation from complicated disturbances. The first eigenmode with the largest eigenvalue represents fairly well the Sq variation with a conspicuous day-to-day variability in the daily range. For the stations on the same north- or south-side of the Sq current system focus, the day-to-day variations show a positive correlation. In contrast, for the stations on the different sides of the Sq focus, they show a negative correlation, suggesting an important role of latitudinal shift of the Sq current system focus to the day-to-day variability of the Sq daily range. The Sq daily range is correlated with the magnetic indices Ap and Dst in a peculiar way: on some severe disturbed days, noticeably enhancements of the Sq are observed, implying increases of the ionospheric conductivities and/or tidal wind velocities; on other severe disturbed days, however, dramatically reduced Sq variations occur, suggesting dominant effects of the ‘disturbance dynamo’ process.

基于工程地质力学的岩土工程加固理论、技术与实践

In the engineering reinforcement of-rock and soil mass, engineers must consider how to obtain better reinforcing effect at the cost of less reinforcing expense, which, in fact, is the aim of reinforcement design. In order to accomplish the purpose, they require not only researching the material used to reinforce and its structure, but also taking into account of several important geological factors, such as the structure and property of rock and soil mass. How to improve the reinforcing effect according to engineering geomechanical principle at the respect of the reinforcement of engineering soil and rock mass is studied and discussed in this paper. The author studies the theory, technology and practice of geotechnical reinforcement based on engineering geomechanics, taking example for the soil treatment of Zhengzhou Airport, the effect analysis of reinforcement to the slope on the left bank of Wuqiangxi Hydropower Station and the reinforcing design of the No. 102 Landslide and unique sand-slide slope on the Sichuan-Tibet Highway. The paper is comprised of two parts for the convenience of discussion. In the first part, from the first chapter to the fifth chapter, trying to perform the relevant research and application at the viewpoint of soil mass engineering geomechanics, the author mainly discusses the study of reinforcing soft ground soil through dynamical consolidation and its application. Then, in the second part, from the sixth chapter to the eleventh chapter, the study of new technologies in the rock slope reinforcement and their application are discussed. The author finds that not only better reinforcing effect can be gained in the research where the principle and method of rock mass engineering geomechanics is adopted, but also new reinforcing technologies can be put forward. Zhengzhou Airport is an important one in central plains. It lies on Yellow River alluvial deposit and the structure of stratum is complex and heterogeneous. The area of airport is very large, which can result in differential settlement easily, damage of airport and aircraft accident, whereas, there are no similar experiences to dispose the foundation, so the foundation treatment become a principal problem. During the process of treatment, the method of dynamic compaction was adopted after compared with other methods using the theory of synthetic integration. Dynamic compaction is an important method to consolidate foundation, which was successfully used in the foundation of Zhengzhou Airport. For fill foundation, controlling the thickness of fill so as to make the foundation treatment can reach the design demand and optimum thickness of the fill is a difficult problem. Considering this problem, the author proposed a calculation method to evaluate the thickness of fill. The method can consider not only the self-settlement of fill but also the settlement of the ground surface under applied load so as to ensure the settlement occurred during the using period can satisfy the design demand. It is proved that the method is correct after using it to choose reasonable energy of dynamic compaction to treat foundation. At the same time, in order to examine the effect of dynamic compaction, many monitor methods were adopted in the test such as static loading test, modulus of resilience test, deep pore pressure -test, static cone penetration test and the variation of the pore volume measurement. Through the tests, the author summarized the discipline of the accumulation and dissipation of pore pressure in Yellow River alluvial deposit under the action of dynamic compaction, gave a correct division of the property change of silt and clay under dynamic compaction, determined the bearing capacity of foundation after treatment and weighted the reinforcing effect of dynamic consolidation from the variation of the soil particle in microcosmic and the parameter of soil mass' density. It can be considered that the compactness of soil is in proportion to the energy of dynamic compaction. This conclusion provided a reference to the research of the "Problem of Soil Structure-the Central Problem of Soil Mechanics in 21 Century ". It is also important to strengthen rock mass for water conservancy and electric power engineering. Slip-resistance pile and anchoring adit full of reinforced concrete are usually adopted in engineering experience to strengthen rock mass and very important for engineering. But there also some deficiency such as the weakest section can't be highlighted, the monitor is inconvenient and the diameter of pile and adit is very large etc. The author and his supervisor professor Yangzhifa invented prestressed slip-resistance pile and prestressed anchoring adit full of reinforced concrete, utilizing the advantage that the prestressed structure has better anti-tensile characteristic (this invention is to be published). These inventions overcome the disadvantages of general slip-resistance pile and anchoring adit full of reinforced concrete and have the functions of engineering prospecting, strengthening, drainage and monitor simultaneous, so they have better strengthened effect and be more convenient for monitor and more economical than traditional methods. Drainage is an important factor in treatments of rock mass and slop. In view of the traditional drainage method that drainage pore often be clogged so as to resulted in incident, professor Yangzhifa invented the method and setting of guide penetration by fiber bundle. It would take good effect to use it in prestressed slip-resistance pile and anchoring adit full of reinforced concrete. In this paper, the author took example for anchoring adit full of reinforced concrete used to strengthen Wuqiangxi left bank to simulate the strengthened effect after consolidated by prestressed slip-resistance pile, took example for 102 landslide occurred along Sichuan-Tibet highway to simulate the application of slip-resistance pile and the new technology of drainage. At the same time the author proposed the treatment method of flowing sand in Sichuan-Tibet highway, which will benefit the study on strengthening similar engineering. There are five novelties in the paper with the author's theoretical study and engineering practice: 1. Summarizing the role of pore water pressure accumulation and dissipation of the Yellow River alluvial and diluvial soil under the action of dynamical consolidation, which has instructive significance in the engineering construction under the analogical engineering geological conditions in the future. It has not been researched by the predecessors. 2. Putting forward the concept of density D in microcosmic based on the microcosmical structure study of the soil sample. Adopting D to weight the reinforcing effect of dynamic consolidation is considered to be appropriate by the means of comparing the D values of Zhengzhou Airport's ground soil before with after dynamically consolidating reinforcement, so a more convenient balancing method can be provided for engineering practice. 3. According to the deep research into the soil mass engineering geology, engineering rock and soil science, soil mechanics, as well as considerable field experiments, improving the consolidating method in airport construction, from the conventional method, which is dynamically compactmg original ground surface firstly, then filling soil and dynamically layer-consolidating or layer-compacting at last to the upgraded method, which is performing dynamical consolidation after filling soil to place totally at the extent of the certain earth-filling depth. The result of the dynamical consolidation not only complies with the specifications, but also reduces the soil treatment investment by 10 million RMB. 4. Proposing the method for calculating the height of the filled soil by the means of estimating the potential displacement produced in the original ground surface and the filled earth soil under the possible load, selecting the appropriate dynamically-compacting power and determining the virtual height of the filled earth soil. The method is proved to be effective and scientific. 5. According to the thought of Engineering Geomechanics Metal-Synthetic Methodology (EGMS), patenting two inventions (to the stage of roclamation, with Professor Yang Zhi-fa, the cooperative tutor, and etc.) in which multi-functions, engineering geological investigation, reinforcement, drainage and strength remedy, are integrated all over in one body at the viewpoint of the breakage mechanism of the rock slope.