黑龙江省湿地现状及湿地监测体系建设构想

黑龙江省是我国湿地大省，具有丰富的湿地资源，拥有各类湿地434万hm2。黑龙江省湿地监测体系由三级机构组成：黑龙江省湿地监测中心，地（市）级湿地监测站，县（区）级湿地监测点。     

站库仪表监测系统的防雷及过电压保护

概述了输油泵站和库区防雷设施及过电压保护的现状和特点,分析了目前输油泵站和库区仪表微机监测系统的防雷及过电压保护存在的缺陷,提出了适用于电力系统、建筑防雷和各种电子设施的综合防护原则。针对输油泵站和库区仪表监测系统微电子设备的特点,提出了应采取的防护措施。     

库鄯线减压站清管作业防堵方案

介绍了库鄯线觉罗塔格减压站的主要功能和库鄯线的特点，分析了在历次清管作业中觉 罗格格减压站多次发生堵塞的原因，依据相关技术研究成果及历次清管作业经验，研究并探讨了合理的清管作业方案及防止减压站蜡油阻塞的技术和措施。     

Evaluating Modified Atmospheric Correction Methods for Landsat Imagery: Image‐Based and Model‐Based Calibration Methods

Abstract

To increase the accuracy of remotely sensed data for agricultural forecasting, pixel values must be corrected for atmospheric effects and converted to spectral reflectance. The objective of this research was to compare two atmospheric correction methods of Landsat imagery under a range of atmospheric conditions. Ground‐based dark‐object subtraction (GDOS) is an image‐based calibration method that used in situ ground data that the dark‐object subtraction (DOS) method did not use, whereas atmospheric calibration (AC) is a model‐based calibration method that required a standard atmospheric profile refined with the use of in situ atmospheric data. GDOS and AC methods improved the reflectance values and had relationships with measured bands, which were approximately 1 to 1 in all bands. However, the GDOS generally had lower root‐mean‐square errors (RMSE) than AC. Data from this study suggest that at the present time the GDOS method may be more accurate than the AC method.     

常压热水锅炉集中供热烘烤性能的研究

试验结果表明:与2009年常规密集烤房相比,用常压热水锅炉集中供热式烤房烘烤烟叶,可以分别降低每千克煤的烟尘排放量、SO2排放量和NOx排放量2.914、8.600和2.391 mg/kg,降低每千克干烟烘烤成本1.00元/kg,提高烤后烟叶均价1.26元/kg,降低单间运行总费用63.2元,提高单间净收益841元,而增加每间烤房初期建造成本3.0979万元。     

大型泵站装置性能换算方法的研究

根据水力学原理，对大型泵站装置中泵体损失和流道损失进行了分析，指出只有与雷诺数（Ｒｅ）有关的损失在效率换算中才存在比尺效应，据此推导出较符合实际情况的泵站装置性能换算公式、给出不同型式泵及装置中换算系数的选取方法，与泵站实测的数据进行了对比，同时给出的换算公式具有较高的可靠性和实用性。     

Personal and family backgrounds of first-year veterinary science students at The University of Queensland

Objective To provide information on changes in the social and educational backgrounds of veterinary students over a 10 year period in an effort to determine the extent to which they are representative of the community.
Methods Questionnaires were completed by first-year veterinary students at The University of Queensland in 1985 and 1986 (152 students), and 1995 and 1996 (154), and the data were analysed using the SAS System for Windows.
Results The gender ratio of first-year veterinary students was 50:50 (male:female) in 1985 and 1986 but 10 years later it had changed to 38:62. In 1985 and 1986 77% had come directly from school, with 43% of the total coming from government schools, 17% from Catholic schools and 34% from other private (Independent) schools. A decade later the percentage coming directly from school had decreased to 40%, that from Independent schools increased to 45% and that from cities increased from 53% to 64%. The educational backgrounds of parents varied widely though a high percentage had university degrees; mothers had received less formal education than fathers, and the educational attainments of both parents were higher at the beginning than at the end of the study. More than half (57% initially; 67% 10 years later) the fathers were in professional or managerial occupations, and a similar number (50% initially; 48% 10 years later) of mothers were teachers, nurses or clerks. The number of males from country areas decreased from 26 to 16 over this period.
Conclusion These veterinary students differed from the community generally in that progressively more were female, more were from Independent schools, their parents had more formal education and more of their parents were in professional, managerial or clerical occupations.     

基于有限体积法的含无压段泵站水锤模拟及调压井优化

针对含无压段的泵站输水工程水锤模拟常采用特征线法，且往往忽略动态摩阻和有压-无压相互干扰影响的问题，该研究建立了考虑动态摩阻的二阶有限体积法模型，进行有压段-无压段实时联合计算。首先，采用二阶Godunov格式分别对有压流、无压流流动控制方程进行求解，同时考虑了动态摩阻效应以准确模拟水力瞬变过程中的能量耗散，并进行试验验证。进一步地，对有压段、无压段交接处采用变时步法传递数据，结合实际工程对阻抗式调压井的尺寸、位置进行了敏感性分析。结果表明：考虑动态摩阻效应后模型模拟结果与试验结果基本一致，阀门处水锤压力误差最大值仅有4.58%；与特征线法相比，二阶Godunov格式稳定性更高，库朗数小于1时水锤压力只有轻微的数值衰减。本文建立的有压段-无压段实时联合计算方法能够充分考虑有压段出水池水位变化以及无压段倒流的影响。针对水泵失电工况，对阻抗式调压井进行的优化研究表明，随连接管直径增大，系统内最大压力水头、调压井最高涌浪水位和水泵最大反转转速增大，调压井最低涌浪水位降低；随调压井直径增大，最高涌浪减小，最低涌浪增高，最大压力在连接管直径较小时一直降低，在连接管直径较大时先减小后增大；当连接管管径 3.5 m，调压井直径 15 m 时， 既能满足系统控制参数要求，也能减少工程量。调压井位置离泵站越近，最大压力、反转转速、最高涌浪越大，最低涌浪越小，当调压井布置在泵后1.0 km时，最高涌浪水位会达到172.35 m，不满足控制标准要求。综上，建立的模型具有较高的准确性、稳定性和适用性，研究结果可为含无压段泵站输水工程的水锤模拟提供参考。     

双向进水流道流态改善研究

结合上海外高桥造船基地 1 #、2 #船坞共用的双向进水船坞泵站模型试验 ,研究了双向进水泵站进水系统的水力特性 ,分析了双向进水泵站吸水室中产生回流及涡带的原因及其危害 ,提出了双向进水流道流态的改善措施     

论蚕种场面临的困境与对策

目前蚕种场系统面临困境，本文就此进行了原因分析，并就茧量平衡，提高经营水平，综合开发，政策引导，科技改良等方提出了对策 。