二维水质扩散模型的建立及应用

根据东湖实际，探讨了二维湖泊水质扩散模型及其定解。提出的二维交替算法，具有快速收敛及确保精度等特点，改进后的内插模型解决了流场和浓度场的初始值和边界条件问题，形成了全湖数字高程模型；在浓度等值线快速生成的基础上，通过接口自动形成信息系统空间和属性文件，完成了专题自动分类。     

河南省政府办公业务资源网

介绍了政府办公业务资源网的接入、栏目设置及使用,具有一定权限的用户能通过门户系统进行公文收发和信息上报,其它局域网用户可通过其专网网站了解全省政府系统的最新动态.     

河南省政府办公业务资源网

介绍了政府办公业务资源网的接入、栏目设置及使用,具有一定权限的用户能通过门户系统进行公文收发和信息上报,其它局域网用户可通过其专网网站了解全省政府系统的最新动态。     

工业废铁链在煤矿特大动水条件下溃水灾害的应用

在牛儿庄矿特大溃水事故的治理中，利用工业废铁链作骨料，建立短距巷道堵水塞，并进行孔组并列式双液注浆技术，是治理煤矿突水事故的一项行之有效、经济合理的手段与方法，为综合治理水患提供了一条新的途径。     

地下水库及其在水资源开发和保护中的应用

从地下水库的不同概念出发,探讨了地下水库的定义,指出地下水库并不是单纯的含水层或者储水构造,而是一种地下水开发系统工程.在此基础上介绍了地下水库的基本组成及各组成部分的作用、地下水库的优缺点以及其发展趋势,最后分析了地下水库在我国不同地区水资源开发和保护中的广阔应用前景.     

13X沸石处理含赖氨酸废水的实验研究

用合成的13X沸石对废水中氨基酸(赖氨酸)进行静态吸附实验,研究了pH、温度、吸附时间、沸石用量等对吸附率的影响,结果表明,室温下沸石对赖氨酸的吸附平衡时间为30min,pH=pKa1=2.2时,赖氨酸在沸石上的吸附效果最好,吸附率大于82%,饱和吸附量达51.73mg.g-1。吸附等温线近似呈直线型,表明离子交换机制是沸石吸附氨基酸的主要方式。对已饱和吸附的沸石用饱和氯化钠溶液进行再生实验,赖氨酸的解吸率大于95%,沸石可重复使用。实验研究表明可用13X分子筛处理含氨基酸废水,为实际处理含氨基酸废水提供了可行性依据。     

青藏高原东北部的库仑应力积累演化对大地震发生的影响

假定地震可以模拟为多层弹粘性介质中的位错，考虑大地震(Mge;7.0)和GPS数据得出的长期构造加载为形变源，依据多层麦克斯韦弹粘性介质中位错产生的应力变化，计算得到了地震产生的应力变化，给出了青藏高原东北部1920年以来积累库仑破裂应力演化. 地震破裂的断层长度、宽度和滑动量根据前人统计公式和野外地质调查得到. 研究表明，20次Mge;7.0地震中， 除1990年共和地震、1952年当雄地震和1976年松潘双震的后一个事件外，17次大地震均发生在库仑破裂应力变化为正的区域， 触发率达85%. 本研究为中长期地震危险性估计在一定程度上提供了基础数据.      

Quantifying drainage components and salt and water balance in YinNan Irrigation District,China, based on a controlled drainage experiment

YinNan Irrigation District (YNID) is located in the upper reaches of the Yellow River in NingXia, China. Its irrigated area is about 80 000 ha, with one‐third of it for rice production. The major part of its drainage system was constructed between the 1950s and 1970s to maintain the salt and water balances of the district. The system, however, has been reported as draining the agricultural lands excessively by several studies. In addition to field, lateral and main drainage ditches, agricultural fields of YNID are also under the influence of the Yellow River channel and some low‐lying depressions, thus forming a dual drainage system. Owing to difficulties in irrigation inflow measurement, evaluation of the existing drainage system often appears to be elusive. Based on a dual drainage assumption and an on‐site controlled drainage experiment, we present a detailed analysis on drainage components and the salt and water balance of YNID. Results show that, by implementing controlled drainage, shallow drainage from field ditches can be reduced by 60%. Deep drainage from main ditches, the Yellow River channel and low‐lying depressions is relatively stable year around, and it neutralized the potential effect of controlled drainage on salinity increase. Drainage water salinity calculated from the dual subsurface drainage model was consistent with field observations, proving that the dual drainage assumption is valid for the study area. Based on this study, field water management practices of the irrigation district can be better targeted and fairly evaluated. Copyright © 2006 John Wiley & Sons, Ltd.     

A holistic approach to aligning geospatial data with multidimensional similarity measuring

Semantically aligning the heterogeneous geospatial datasets (GDs) produced by different organizations demands efficient similarity matching methods. However, the strategies employed to align the schema (concept and property) and instances are usually not reusable, and the effects of unbalanced information tend to be neglected in GD alignment. To solve this problem, a holistic approach is presented in this paper to integrally align the geospatial entities (concepts, properties and instances) simultaneously. Spatial, lexical, structural and extensional similarity metrics are designed and automatically aggregated by means of approval voting. The presented approach is validated with real geographical semantic webs, Geonames and OpenStreetMap. Compared with the well-known extensional-based aligning system, the presented approach not only considers more information involved in GD alignment, but also avoids the artificial parameter setting in metric aggregation. It reduces the dependency on specific information, and makes the alignment more robust under the unbalanced distribution of various information.     

An elastoplastic description of frictional destructuration in natural clays and shales

The existence of structuration in natural clays and shales is believed to change their stiffness, yielding, dilatancy and strength characteristics. These constitutive features are widely known to ultimately reunite with those of the reconstituted parent soil upon large straining. However, some experimental results show that such reunification may not occur in isotropic/one-dimensional compression, especially with regard to the critical state friction angle. This peculiar phenomenon has been barely addressed in constitutive models for natural geomaterials. Hence, the present study aims at introducing a structure-dependent critical state friction angle within the subloading yield framework. A new internal variable is introduced in the model of Nakai et al. (Soils Found 51(6):1149–1168, 2011) to capture subtle irreversible degradation of the structured critical state line which also serves as the threshold between contractive and dilatant volume changes. Additionally, a new evolution rule for the proposed destructuration factor is developed by considering important microstructural information revealed by discrete element method simulations. The proposed new modifications not only enhance the model capabilities in predicting bonding effects, but also enrich the classical stress-dilatancy equation by rendering it a function of void ratio, mean stress and the microstructural state. Model simulations of laboratory experimental tests on the Colorado shale as well as Bacinetto clay are presented in order to illustrate the improved predictive capabilities of the new model.