A study to explain the emission of nitric oxide from a marsh soil

In the period 18–21 September 1989, soil NO emission was studied at Halvergate Marshes, Norfolk (U.K.) within the framework of the BIATEX-LOVENOX joint field experiment. Using a dynamic chamber technique, 186 measurements at four plots were performed showing a net NO flux of 7.2–14.6×10^–12 kgN m^–2 s^–1. Soil samples from a soil profile (1.0 m) at a representative site and from the uppermost layer (0.1 m) of each of the four plots were sent to the laboratory for (a) detailed physical and chemical soil analysis, (b) determination of NO production rates, NO uptake rate constants, and NO compensation mixing ratios, and (c) characterization of the microbial processes involved. A diffusive model (Galbally and Johansson, 1989) was applied to the laboratory results to infer NO fluxes of the individual soil samples. When we compared these fluxes with those measured in the field, we found agreement within a factor 2–4. Furthermore, laboratory studies showed, that NO was produced and consumed only in the upper soil layer (0–0.1 m depth) and that the NO production and consumption activities observed in the Halvergate marsh soil were most probably due to the anaerobic metabolism of denitrifying bacteria operating in anaerobic microniches within the generally aerobic soil.     

小波变换压噪

介绍了小波变换及其Ｍａｌｌａｔ算法，阐述了小波变换压噪原理，并用其方法对合成地震信号与实际地震记录进行了处理。     

硫化矿氧化率测定问题的研究：Ⅲ.硫化锌矿中氧化锌的分离测定

研究了络合剂乙二胺作为分离流化锌矿中锌矿物的选择性溶剂的优越性及其具体应用条件。１０％乙二胺－１０％（ＮＨ４）２ＳＯ４溶液于室温下电磁搅拌浸取，氧化锌矿物的浸取率＞９７％，而闪锌矿等在该溶剂体系中溶解率≤０．２％，具有比较高的选择性。方法已用于实际样品分析。     

BD—1标定信号发生器研制原理及性能

为提高标定仪器的技术性能和功能，满足台网地震遥测系统分段标定的使用要求，研制了ＢＤ—１型标定信号发生器．该仪器采用比较先进的单板机技术，用数字合成的方法产生标定需要的十八点频正弦波信号．     

滇西地区中强地震前单台波速比的变化特征

本文应用地震波的运动学特征，以滇西腾冲台，洱源台为例，研究了滇西地区１９８２－１９９０年近十次中强震在地震前的波速变化，对提取该地区孕震的前兆信息作了初步的探讨。文中给出并讨论了这些中强震前的单台波速比异常的共同特征，以及单台波速比变化的时间进程和波速比异常的平面图象，得出：１．单台波速比的异常幅度一般在０．０４－０．１１之间；２．异常时间与震级大小有关；３．中强地震多发生在波速比异常区的边缘。     

新老测点之间的地磁对比观测研究

１９９３年８─１１月，在马起乏与新测点上进行了较长时间的地磁场对比观测，获得了大量准确可靠的地磁资料。应用通化处理法、同步差值法、日变特征量比较法、快速谱分析法（ＦＦＴ）、幅比与位相差值法，分析研究了地磁对比观测资料。结果表明，在相同时间段内，各测点地磁变化形态相当一致，两个测点之间的同步差值平稳。由各测点地磁场总强度日变化的定量分析比较得出，其日变化是相当一致的。快速谱分析显示，在相同时间段内，各测点的幅度随周期的变化形态十分相似，总体上看，ＦＦＴ幅度随周期的减小呈下降趋势；从ＦＦＴ幅度Ａ，位相以及快谱幅比Ａ＿ｉ／Ａ与位相差的定量比较结果上看，各测点的ＦＦＴ有着良好的一致性。此外，还得到了新老测点之间的地磁数据的接点差。     

中强震前单台地震波振幅比异常特征

通过对乌鲁木齐、石场和库尔勒地震台十几年来地震波振幅比的系统追踪研究，发现在中强地震前，振幅比无论是在空间分布还是在时间进程上都显示出比较明显的异常变化特征。研究结果表明，当监测范围内的孕震介质发生变化时，单台地震波振幅比可以反映出介质的异常变化过程，该方法具有一定的预报效能。     

The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement

Summary Laboratory model test results for the ultimate bearing capacity of surface strip foundations on geogrid-reinforced sand and unreinforced sand are presented. A fine uniform sand and one type of geogrid (Tensar BX1000(SSO)) were used for the tests. The width of the foundation and the relative density of sand were varied to determine their effects on the bearing capacity ratio. It was found that the bearing capacity ratio of the sand-geogrid system decreased with an increase in foundation width. However, above a certain foundation width (130–140 mm) a practically constant value of bearing capacity ratio was observed.