非充分灌溉制度设计优化模型

研究了缺水地区冬小麦灌溉问题.分析了作物模型,作物水分影响函数,并以农作物产量最大为目标,提出了非充分灌溉制度优化设计二维动态规划模型和相应的动态规划逐次逼近(DPSA)求解方法.针对山东省临沂市小埠东灌区的实际情况进行研究,求得了冬小麦三个典型年不同供水水平的最优灌溉制度、排水过程及相应产量.实例表明,模型及方法是合理的.     

新型节水灌溉控制原理的应用研究

在土壤-植物-大气连续体系(SPAC)中,以植物茎、果微增长及其含水量变化作为植物需水信息建立的灌溉自动控制系统,可实现植物水分适度亏缺,有效调控其生长发育。实验结果表明,同充分供水的植株或树体相比,节水15.6%时,玉米长势良好,节水21.4%时,柑桔果实生长未受影响。     

小灌区农田土壤水分析

对山西省小灌区农田土壤水分在时空分布及其影响因素进行了分析.结果表明:大气降水、农田灌溉、作物蒸腾和田间土壤蒸发是影响土壤水分变化的主要因素.农田土壤水分分布随着作物的种类而变化.     

Improved seismic hazard model with application to probabilistic seismic demand analysis

An improved seismic hazard model for use in performance‐based earthquake engineering is presented. The model is an improved approximation from the so‐called ‘power law’ model, which is linear in log–log space. The mathematics of the model and uncertainty incorporation is briefly discussed. Various means of fitting the approximation to hazard data derived from probabilistic seismic hazard analysis are discussed, including the limitations of the model. Based on these ‘exact’ hazard data for major centres in New Zealand, the parameters for the proposed model are calibrated. To illustrate the significance of the proposed model, a performance‐based assessment is conducted on a typical bridge, via probabilistic seismic demand analysis. The new hazard model is compared to the current power law relationship to illustrate its effects on the risk assessment. The propagation of epistemic uncertainty in the seismic hazard is also considered. To allow further use of the model in conceptual calculations, a semi‐analytical method is proposed to calculate the demand hazard in closed form. For the case study shown, the resulting semi‐analytical closed form solution is shown to be significantly more accurate than the analytical closed‐form solution using the power law hazard model, capturing the ‘exact’ numerical integration solution to within 7% accuracy over the entire range of exceedance rate. Copyright © 2007 John Wiley & Sons, Ltd.     

Non-linear seismic behavior of structures with limited hysteretic energy dissipation capacity

This paper investigates the non-linear seismic behavior of structures such as slender unreinforced masonry shear walls or precast post-tensioned reinforced concrete elements, which have little hysteretic energy dissipation capacity. Even if this type of seismic response may be associated with significant deformation capacity, it is usually not considered as an efficient mechanism to withstand strong earthquakes. The objective of the investigations is to propose values of strength reduction factors for seismic analysis of such structures. The first part of the study is focused on non-linear single-degree-of-freedom (SDOF) systems. A parametric study is performed by computing the displacement ductility demand of non-linear SDOF systems for a set of 164 recorded ground motions selected from the European Strong Motion Database. The parameters investigated are the natural frequency, the strength reduction factor, the post-yield stiffness ratio, the hysteretic energy dissipation capacity and the hysteretic behavior model (four different hysteretic models: bilinear self-centring, with limited or without energy dissipation capacity, modified Takeda and Elastoplastic). Results confirm that the natural frequency has little influence on the displacement ductility demand if it is below a frequency limit and vice versa. The frequency limit is found to be around 2 Hz for all hysteretic models. Moreover, they show that the other parameters, especially the hysteretic behavior model, have little influence on the displacement ductility demand. New relationships between the displacement ductility demand and the strength reduction factor for structures having little hysteretic energy dissipation capacity are proposed. These relationships are an improvement of the equal displacement rule for the considered hysteretic models. In the second part of the investigation, the parametric study is extended to multi-degree-of-freedom (MDOF) systems. The investigation shows that the results obtained for SDOF systems are also valid for MDOF systems. However, the SDOF system overestimates the displacement ductility demand in comparison to the corresponding MDOF system by approximately 15%.     

IP网络技术的现状及其多媒体应用研究

介绍了IP网络的现状、实现方式以及发展趋势，并分析了基于IP网络的多媒体通信若干技术和应用。     

塔里木灌区近40年来气候变化特征

根据塔里木灌区阿拉尔气象站1961年1月－1999年12月的气温及降水资料，分析了塔里木灌区近40年的气候变化，得出近40年来塔里木灌区降水量呈上升趋势（4．60mm/10年），秋季降水量却呈下降趋势（－3．45mm／10年）；年平均气温呈上升趋势（0．065℃／10年），冬季变暖的趋势（0．849℃／10年）；年平均气温呈上升趋势（－0．171℃／10年）；年极端低温的上升趋势（0．569℃／10年）大于年极端高温的下降趋势（－0．095℃／10年）。可以70年代末为界将近40年塔里木塔区气候分为冷、暖两个阶段，前为冷期，后为暖期。     

节水灌溉与农业面源污染控制研究--以新疆焉耆盆地为例

针对我国北方农业面源污染面积大、分布广、控制难的问题，通过分析新疆焉耆盆地水资源利用现状、潜水位动态、农田排水特征，认为大水漫灌不仅浪费水资源，造成肥料流失，降低产量，而且污染水体，导致土壤次生盐渍化；提出了推广节水灌溉、合理开发利用水资源、控制农业面源污染、综合治理环境的有效途径。     

北疆棉区棉花膜下滴灌蒸散规律研究

通过对膜下灌溉技术下蒸散观测数据的分析，初步确定了棉花在整个生育期的蒸散量为500-600mm。在此基础上，分析了膜下灌溉技术对棉花产质量的影响。     

不同灌溉对阜康地区冬小麦产量及土壤水分动态变化的影响

根据阜康生态试验站试验小区1999－2000年冬小麦不同灌溉量控制试验，验证了冬小麦水分敏感期为拔节－灌浆期，探讨了该区冬小麦产量与灌水量之间的关系。提出了阜康地区冬小麦返青水应采用“小水”灌溉的方式。同时通过对小区冬小麦成熟期灌水过程不同深度土壤水分含量的动态观测分析，提出冬小麦在成熟期对灌溉水分的消耗利用集中在0－30cm土壤层内的观点。