灌区节水改造对塔里木河流域治理的作用

在对塔里木河“四源一干”及流域大型灌区存在主要问题分析的基础上，探讨了大型灌区建戌节水改造,对工业及城镇生活需水增长、灌溉及周边生态环境用水、流域综合治理和社会经济可持续发展的作用，深入阐明大型灌区续建配套与节水改造对区域水资源合理配置生态及环境发展的重大意义。     

二甲硝咪唑盐的合成研究

本文报道以简便易行的方法合成水溶性二甲硝咪唑盐，收率高达95％以上，具工业化应用价值。     

猪场废水的生物处理技术及其效果

规模化养猪场所产生的废水污染，已成我国农村面临污染的重要来源。针对这种污染，近年来出现了多种养猪场废水处理法，其中研究和应用最广的是生物处理法。本文通过对目前国内猪场废水生物处理法的现状分析后认为：用生物处理法处理猪场废水是今后猪场废水处理的发展方向；而生物处理法自身的发展方向是混合处理法；计算机和生物工程技术将进一步与生物处理法相结合运用于猪场废水处理。     

Evaluation of a combined penetrometer for simultaneous measurement of penetration resistance and soil water content

A combined penetrometer is an appropriate tool to measure the soil cone resistance and the water‐content profile. As a relatively new technique, a combined capacitance‐penetrometer for the simultaneous measurement of cone index and soil water content was developed at the Department of Agricultural Engineering of Bonn University in 2002. The objective of this study was the evaluation of the effectiveness and applicability of the innovated penetrometer with a focus on three aspects: (1) A capacitance sensor with two electrode configurations was calibrated for silt loam, sandy loam, and sand. The calibration results show that both electrode configurations have sufficient water‐content sensitivity, but soil‐specific calibrations seem necessary. (2) Under laboratory conditions, the dynamic resolution and response of the capacitance‐penetrometer were validated, and its radius of influence was determined. (3) The field measurement results demonstrate that this measurement technique can be used to improve the interpretation quality of soil cone index data.     

沙土区薄壁连拱护岸墙试验与应用

沙土区薄壁连拱护岸墙为悬臂式支撑、薄壁连拱无底板结构，拱板中间采用无砂砼排水孔的钢筋砼肋形预制板，冲沉法施工，造价低廉；外形美观，抗倾、抗滑性能强。该墙为平原沙土区河道水土保持及修复找到了一条经济合理、施工方便、简便易行的护坡办法，具有较高的实用价值和广阔的推广使用前景。     

冷却水循环用离心泵汽蚀的原因与防止方法探讨

通过对冷却水循环用离心泵产生汽蚀的因素进行分析，提出了防止汽蚀产生的技术措施，经生产应用效果良好。     

蒸发浓缩－CODcr法测定地面水中低浓度COD

对水样蒸发浓缩法用于地面水中低浓度ＣＯＤ的测定进行探讨的实验结果表明，地面水中低浓度ＣＯＤ物质可以在碱性条件下，通过蒸发浓缩处理后，采用重铬酸钾法进行测定，所得结果的精密度和准确度良好．若选择水样浓缩系数为５，则可将重铬酸钾法的最低检测限浓度降低到１０ｍｇ·Ｌ－１，从而使该方法能够适用于地面水水质标准中各类水质ＣＯＤ的监测要求．     

圆筒形单板层积材的研究

圆筒形单板层积材(简称圆筒LVL)是一种新型木质工程材料，它是以螺旋缠绕的方式将单板加工成交错层积的构造，从而抑制弹性模量的下降。圆筒LVL具有很好的力学性能和优良的工程性能，可广泛应用于建筑等领域。本文就圆筒LVL的制造方法、研究状况、特点及用途等进行了较为详细的归纳总结。     

水闸管理的微机通信网络

在水闸管理上,以多台Tp801单板微型计算机、输入输出接口电路、SIO串行通信接口电路、Tp801D板、12吋绿色显示器、打印机等组成一种远距离传送数据的微机通信网络,它利用电话线路作为数据传输的通道,在淮阴市盐东控制工程管理处投付使用。运行稳定,性能可靠,于1985年9月通过技术鉴定。     

Fate of Escherichia coli and Escherichia coli O157 in soils and drainage water following cattle slurry application at 3 sites in southern Scotland

Abstract. Slurry from farm animals may contaminate water supplies, rivers and bathing waters with faecal coliforms, such as Escherichia coli . Where animals harbour the O157 strain the hazard to human health is particularly high, but both the hazard level, and the low incidence and sporadic nature of the excretion of E. coli O157 make it difficult to study this strain under field conditions. The survival of total E. coli and of E. coli O157 were compared in the laboratory for two soils under controlled temperature and moisture. E. coli O157 die-off rate was the same as or quicker than for total E. coli . This result meant that field experiments studying the fate of total E. coli should give a satisfactory evaluation of the risk of water contamination by the O157 strain. In four field experiments at three sites, slurry containing total E. coli numbers of 2.2 × 10⁴ to 5.7 × 10⁵ colony forming units per mL (c.f.u. mL^–1) was applied to drained field plots. Field die-off was faster than expected from laboratory experiments, especially in one experiment where two weeks dry weather followed application. In all but this experiment, the first drain flow events after slurry application led to very high E. coli concentrations in the drains (10³ to 10⁴ c.f.u. mL^–1). E. coli O157 was present in the slurry used for two of the experiments (33 c.f.u. per 100 mL in each case). However the proportion of E.coli O157 was very low (about 1 in 10⁵) and it was not detected in the drainage water. After the first week E. coli drainage water numbers decreased rapidly but they were 1–10 c.f.u. mL^–1 for much of the sampling period after slurry application (1–3 months).