松嫩盆地北部林甸地热田供暖尾水处理试验

将混入污染物和杂质的地热尾水直接排向地表水体,会造成水、土环境污染,也会造成水资源的浪费。为高效减少地热尾水中污染物,实现供暖地热尾水的无害化排放,以林甸县花园镇供暖地热尾水为例,通过混凝沉淀、超滤、纳滤工艺开展供暖尾水处理的室内实验和中试试验研究,连续监测获取地热尾水各处理工艺运行参数,组合工艺稳定运行期间监测到溶解性总固体浓度由5 824.7 mg/L降为432.40 mg/L、氯化物浓度由3 010.13 mg/L降为194.16 mg/L、氟化物浓度由1.57 mg/L降为0.31 mg/L、硼浓度由4.04 mg/L降为1.62 mg/L。确定该区地热尾水处理的最佳组合工艺为采用超滤运行压力为0.1 MPa,纳滤膜为陶氏NF90,操作压力为0.60 MPa,进水量为0.8 m3/h。室内实验溶解性总固体去除率90.21%～92.49%,氯化物去除率91.63%～93.02%,氟化物去除率96.81%,硼去除率55.20%～55.69%。中试试验溶解性总固体去除率为92.62%;氯化物浓度200 mg/L,氯化物去除率为92.57%;硼浓度1.77 mg/L,硼去除率为55.7%,以上实验结果均达到相关规范标准。试验证明本工艺处理松嫩盆地北部林甸地热田供暖尾水是可行的,解决了供暖尾水处理中资源浪费和尾水回收利用的技术性问题,为地热资源可持续利用提供了新的途径。     

西南丘陵山地区农村居民点土地整理模式——以重庆渝北区为例

通过对样本区域农村居民点布局及土地利用特点的研究 ,从丘陵山地区的自然环境条件和社会经济发展水平的实际出发 ,提出两种土地整理模式 :一是农林综合开发整理模式 ,即居民点闲置土地的复垦利用与抛荒地利用结合 ,与山地区退耕还林等生态建设工程结合 ,进行退宅还林 ;二是新村建设整理模式 ,即由政府对新村统一规划 ,供给道路等基础设施 ,引导农民集中建房的“政府引导型”农村居民点整理模式 ,并对重庆市渝北区新春村的新村建设的运作和效益进行了实证分析。     

云南省雷灾特征分析及灾情评估

根据云南省2007 2008年的雷电灾害资料以及地闪资料,分析了云南省16个地级市的雷电灾害分布特征,讨论了雷灾分布与地闪分布的关系,并从雷灾记录中提取了6个灾度指标,通过AHP法(层次分析法)建立灾情评估层次模型和灾度评估方程,计算了云南省522次雷灾的灾度值,用SAS中聚类分析过程将灾度值分为4级,并统计分析了各级雷灾在各地区的分布情况,得出云南雷电灾害中小型雷灾分布较广、出现几率较大,而大型和特大型雷灾发生几率较低、主要集中在昆明和德宏地区.该文结论为区域防雷减灾规划提供了科学依据.     

青藏高原隆升及其环境效应

“青藏高原形成演化及其环境资源效应”项目选择青藏高原为典型地区,特别注意高原与毗邻地区的联系,以从全球尺度探讨高原的各种过程,目标集中在大陆碰撞过程和高原隆升过程,以过程为主线贯通碰撞机制、环境变化和资源分布规律的研究;时间上着重新生代以来,在不同精细时间尺度上定量地描述碰撞和隆升的动态过程及环境变化。运用地球科学、生命科学、环境科学及各学科之间有机交叉、综合研究的方法,开展大陆碰撞动力学、环境变化、现代表生过程及各圈层相互作用等重大理论问题的研究,为青藏高原地区的资源开发和环境调控提供科学依据。按照统观全局、突出重点的原则,项目主要研究内容包括以下4个方面：大陆岩石圈碰撞过程及其成矿效应;高原隆升过程与东亚气候环境变化;青藏高原现代表生过程及相互作用机理;青藏高原区域系统相互作用的综合研究。在完成研究计划任务的基础上,项目取得如下的突出研究成果和创新性进展：印度大陆与欧亚大陆初始碰撞时限;青藏高原南北缘山盆岩石圈尺度的构造关系;青藏高原整合构造模型与成矿成藏评价;新生代高原北部重大的构造变形隆升事件序列;高原周边环境变化事件及高原隆升对亚洲季风发展变化的影响;高分辨率气候动态过程及变化趋势;高原主要生态系统碳过程对气候变化的响应;高原气候变化及冰冻圈变化与预测;高原土地覆被变化、恢复整治及管理。     

地理模型定义XML文档编辑器的设计和应用

地理模型分布式集成是虚拟地理环境研究的主要内容之一。在分布式系统中多采用XML作为数据交换的统一标准,以解决多种信息在网络空间的表达和传输。本文在VisualC#.NET平台下开发了一个通用的模型数据定义编辑器,用XML来统一描述多源异构的地理模型数据,以实现模型的共享和集成。提供了直观式图形界面,可满足无程序背景的设计人员的需求,使智能化的模型集成成为可能。以地下水模型分布式调用为例,验证了此编辑器的有效性和易操作性。     

Genealogical concordance,comparative species delimitation,and the specific status of the Caspian pipefish Syngnathus caspius (Teleostei: Syngnathidae)

To evaluate the specific validity of the Caspian pipefish Syngnathus caspius, we used a comparative molecular species delimitation method on a COI barcode library of Syngnathus, as well as principles of genealogical concordance. Comparative species delimitation allowed us to delineate putative species without a priori assignment of individuals to nominal species, while genealogical concordance extended our species delimitation results to multiple genes, multiple codistributed species, and comparisons with biogeographic evidence. All species delimitation analyses including two topology‐based, one network‐based, and one distance‐based analysis showed genetically isolated lineages of pipefish in the Black and Caspian Sea, corresponding to S. abaster and S. caspius, respectively. Mean evolutionary divergence between the two lineages (0.029) was within the range separating species of Syngnathus (0.024–0.217). The interclade/intraclade ratio of variation was comparable to the operational criterion of divergence between clades greater or equal to 10 × the level within clades to recognize separate species. Our argument on taxonomic validity of S. caspius is also supported by the principles of genealogical concordance as a conceptual basis for recognition of biological species. As a second objective, using a limited number of S. caspius specimens from two semi‐confined water bodies along the Caspian Sea south coastal zone (i.e., Anzali Wetland in the west and Gorgan Bay in the east), we searched for a possible matrilineal structure. The retrieved phylogeographic pattern was characterized by a shallow genealogy and lineage distributions varied, most probably caused by low to modest contemporary gene flow between populations of S. caspius across the southern Caspian Sea that are linked tightly through history.     

Universal hydrofracturing algorithm for shear-thinning fluids: Particle velocity based simulation

A universal particle velocity based algorithm for simulating hydraulic fractures, previously proposed for Newtonian fluids, is extended to the class of shear-thinning fluids. The scheme is not limited to any particular elasticity operator or crack propagation regime. The computations are based on two dependent variables: the crack opening and the reduced particle velocity. The application of the latter facilitates utilization of the local condition of Stefan type (speed equation) to trace the fracture front. The condition is given in a general explicit form which relates the crack propagation speed (and the crack length) to the solution tip asymptotics. The utilization of a modular structure, and the adaptive character of its basic blocks, result in a flexible numerical scheme. The computational accuracy of the proposed algorithm is validated against a number of analytical benchmark solutions.     

开挖过程及围护结构对地铁车站抗震性能的影响

为了研究开挖工序以及围护结构作为永久结构在明挖车站的抗震设计校核中的作用,基于以灌注桩作为支挡结构的郑州市某明挖结构地铁站,采用Plaxis2D建立二层单柱双跨矩形框架式有限元模型,采取硬化土本构,建立考虑分步开挖、和不考虑开挖的模型,进行有无围护墙及不同墙厚抗震验算.研究结果表明:侧墙作为主要抗侧力构件,在地震荷载作...     

Simple formulas for the dynamic stiffness of pile groups

Simple formulas are derived for the dynamic stiffness of pile group foundations subjected to horizontal and rocking dynamic loads. The formulations are based on the construction of a general model of impedance matrices as the condensation of matrices of mass, damping, and stiffness, and on the identification of the values of these matrices on an extensive database of numerical experiments computed using coupled finite element–boundary element models. The formulations obtained can be readily used for the design of both floating piles on homogeneous half‐space and end‐bearing piles and are applicable for a wide range of mechanical and geometrical parameters of the soil and piles, in particular for large pile groups. For the seismic design of a building, the use of the simple formulas rather than a full computational model is shown to induce little error on the evaluation of the response spectra and time histories. Copyright © 2009 John Wiley & Sons, Ltd.