基于生态化人工海岸建设的理论研究与应用 ——以天津永定新河口综合整治修复工程为例

分析生态文明背景下围填海区域人工海岸建设存在的问题,结合淤泥质人工海岸空间特点,总结提出了生态岸线整治修复技术、仿自然化处理设计、景观构建适宜性、人工海岸生态系统等生态化建设基础理论,并以天津永定新河口综合整治修复工程为例,重点阐述了人工海岸生态化建设过程中生态系统和景观构建的方法要点和具体思路.结果表明:在人工海岸生...     

德州市深层地下水人工回灌试验浅探

德州市德城区由于长期开采深层地下水,引起了水位区域性大幅度下降,形成了大面积地下水降落漏斗,并产生了地面沉降等不良地质环境问题。为保护德州市地质环境和深层地下水资源,于2002年开展了深层地下水人工回灌试验。根据回灌试验成果和深层地下水目前开采强度推算,利用德城区现有部分(65%)深机井在丰水季节进行人工回灌,单井回灌量保持1200m3/d,每年保持90d的回灌时间,回灌量可达到1080×104m3/a,可增可采资源量675×104m3/a。因此开展人工回灌可以有效地补给地下水源,解决深层地下水资源枯竭问题。     

兰州市南北两山生态建设效应的遥感监测

利用1999年Landsat ETM+、2005年Landsat TM卫星影像和2009年“环境与灾害监测预报小卫星”影像提取兰州南北两山地区三期土地利用数据,将景观生态学的理论与兰州南北两山环境绿化工程的实际相结合,运用GIS分析、景观指数计算及数理统计等多种方法,对兰州南北两山地区1999—2009年的土地利用与景观格局动态变化进行分析。结果表明,10 a来兰州南北两山的土地利用变化主要表现为林地和建设用地的增加,草地和农田的减少;景观格局趋于破碎化,多样性增大,景观结构趋于多样化和均匀化。驱动力分析表明,人类活动和政策因素是导致该区土地利用和景观格局变化的主要原因。     

EMD方法在广西夏季降水量预测中的应用

对广西夏季降水量进行EMD分解后,利用均生函数相关法,比较不同IMF分量组合建模的预测,不同组合试验预测显示,用前二个IMF分量组合建模预测是最佳的组合方案。经对2001—2010年共10年广西夏季降水量实际预测检验表明,趋势预测准确率达70%以上,对夏季降水量预测较有参考价值。为基层台站的气候预测及服务提供一个客观预测方法。     

全国主要大中型金铜多金属矿区域地球化学数据库

利用Visual dBase5.5和Visual Basic语言完成了全国主要大中型金铜多金属矿区域地球化学数据库（CRGD1．0）系统的设计和开发,并将所收集到的约30个大中型金,铜,多金属矿田／床的基础地质资料,区域地球化学资料装入库中,形成了全国主要大中型金铜矿多金属矿区域地球化学数据库,同时还开发,设计了数据录入,数据浏览,数据查询,数据输出,格式转换等功能。     

Crustal structure beneath the Songpan—Garze orogenic belt

The Benzilan-Tangke deepseismic sounding profile in the western Sichuan region passes through the Song-pan-Garze orogenic belt with trend of NNE.Based on the travel times and the related amplitudes of phases in the record sections,the 2-D P-wave crustal structure was ascertained in this paper.The velocity structure has quite strong lateral variation along the profile.The crust is divided into 5layers,where the first,second and third layer belong to the upper crust,the forth and fifth layer belong to the lower crust.The low velocity anomaly zone gener-ally exists in the central part of the upper crust on the profile,and it integrates into the overlying low velocity basement in the area to the north of Ma‘erkang.The crustal structure in the section can be divided into 4parts:in the south of Garze-litang fault,between Garze-Litang fault and Xianshuihe fault,between Xianshuihe fault and Longriba fault and in the north of Longriba fault,which are basically coincided with the regional tectonics division.The crustal thickness decreases from southwest to northeast along the profile,that is ,from62km in the region of the Jinshajiang River to 52km in the region of the Yellow River.The Moho discontinuity does not obviously change across the Xianshuihe fault basesd on the PmP phase analysis.The crustal average velocity along the profile is lower,about 6.30 km/s.The Benzilan-Tangke profile reveals that the crust in the study area is orogenic.The Xianshuihe fault belt is located in the central part of the profile,and the velocity is positive anomaly on the upper crust,and negative anomaly on the lower crust and upper mantle.It is considered as a deep tectonhic setting in favor of strong earthquake‘s accumulation and occurrence.     

Influence of the Kunlun Mountain Ms8.1 Earthquake on Horizontal Crustal Deformation in the Sichuan and Yunnan Area

In order to track the space-time variation of regional strain field holistically(in a large scale) and to describe the regional movement field more objectively,the paper uses a nonlinear continuous strain model focused on extracting medium-low frequency strain information on the basis of a region with no rotation.According to the repeated measurements(1999～2001～2004) from GPS monitoring stations in the Sichuan and Yunnan area obtained by the Project of "China Crust Movement Measuring Network",and with the movement of 1999～2001(stage deformation background) as the basic reference,we separated the main influencing factors of the Kunlun Mountain M-S8.1 earthquake in 2001 from the data of 2001 and 2004,and the results indicate:(1) the Kunlun Mountain M-S8.1 earthquake has a discriminating effect on the Sichuan and Yunnan area,moreover,the deformation mode and background had not only certain similitude but also some diversity;(2) The movement field before the earthquake was very ordinal,while after the earthquake,order and disorder existed simultaneously in the displacement field;The displacement quantities of GPS monitoring stations were generally several millimeters;(3) The principal strain field before earthquake was basically tensile in an approximate EW direction and compressive in the SN direction,and tension was predominant.After the earthquake,the principal strain field in the Sichuan area was compressive in the EW direction and tensile in the SN direction,and the compression was predominant.In the Yunnan area,it was tensional in the NE direction and compressive in the NW direction,and tension was predominant;(4) The surficial strain before the earthquake was dominated by superficial expansion,the contractive area being located basically in the east boundary of Sichuan and Yunnan block and its neighborhood.After the earthquake,the Sichuan area was surface contractive(the further north,the greater it was),and south of it was an area of superficial expansion.Generally speaking,the Kunlun Mountain M-S8.1 earthquake played an active role in the accumulation of energy in the Sichuan and Yunnan area.Special attention shall be focused on the segment of Xichang-Dongchuan and its neighborhood.     

热液金刚石压腔(HDAC)高温高压实验平台简介

热液金刚石压腔(HDAC)高温高压实验平台是在金刚石压腔的基础上发展起来的一种高温高压原位实验模拟设备.近年来,HDAC技术已经在地质科研领域取得了大量成果,多篇重要研究成果被《Science》《Nature》等知名期刊刊发.本文介绍了HDAC高温高压实验平台结构与组成、实验优势和应用前景.     

郯城县测量标志用地权属登记发证的思考

测量标志是我国经济建设和国防建设的基础设施,是国家的宝贵财富。对测量标志用地进行确权登记发证,是依法保护测量标志的重要基础工作。以郯城县测量标志用地权属登记发证工作为例,通过对测量标志用地权属的分析研究,制定不同的确权登记流程和方法,对测量标志用地确权登记发证具有借鉴意义。     

Risk mitigation and the social cost of carbon

The social cost of carbon – i.e., the marginal present-value cost imposed by greenhouse gas emissions – is determined by a complex interaction between factual assumptions, modeling methods, and value judgments. Among the most crucial factors is society's willingness to tolerate potentially catastrophic environmental risks. To explore this issue, the present analysis employs a stochastic climate–economy model that accounts for uncertainties in baseline economic growth, baseline emissions, greenhouse gas mitigation costs, carbon cycling, climate sensitivity, and climate change damages. In this model, preferences are specified to reflect the high degree of risk aversion revealed by private investment decisions, signaled by the large observed gap between the average rates of return paid by safe and risky financial instruments. In contrast, most climate–economy models assume much lower risk aversion. Given high risk aversion, the analysis finds that investment in climate stabilization yields especially large net benefits by forestalling low-probability threats to long-run human well-being. Accordingly, the social cost of carbon attains the markedly high value of $25,700 per metric ton of carbon dioxide in a baseline scenario in which emissions are unregulated. This value falls to just $4 per ton as the stringency of control measures is successively increased. These results cast doubt on the idea that the social cost of carbon takes on a uniquely defined, objective value that is independent of policy decisions. This does not, however, rule out the use of carbon prices to achieve the benefits of climate stabilization using least-cost mitigation measures.