内蒙古流动沙地治理技术发展回顾     

闫德仁  闫婷 《中国沙漠》2022,42(1):66-70

归纳总结了内蒙古防沙治沙技术发展历程,并按照时间顺序划分了群众经验总结阶段、试验与观测研究阶段、快速发展阶段和新发展阶段等4个阶段。重点介绍了8项典型沙障固沙技术和4项治沙造林配置模式等具体内容,展望了产业治沙技术模式、沙障新材料及其铺设装备以及沙障+乔灌草疏林型配置技术模式等流动沙地治理技术发展趋势。  相似文献   

我国水产品国际竞争力的提升策略     

陈伟 《广东海洋大学学报》2006,26(2):1-5

当前我国水产品出口屡屡受挫．如何提升我国水产品的国际竞争力是我们面临的一个重要课题。通过分析认为。制约我国水产品国际竞争力的外部因素：发达国家技术壁垒的强化；反倾销、反补贴和特殊保障措施使我国在保护水产品生产和贸易上处于严重的不利地位；生态标签成为新的非关税壁垒，威胁着国际贸易的发展。内部因素：政府管理体制方面的制约；水产品生产加工方面的制约；行业组织化程度低，恶性竞争没有得到有效遏制；生产服务和信息服务能力弱；水产品市场体系的制约因索。在此基础上，提出了增加政府补贴、加强养殖监管、健全合作组织、实施品牌战略等一系列提升我国水产品国际竞争力的策略。  相似文献   

Long-term performance evaluation of zero-valent iron amended permeable reactive barriers for groundwater remediation – A mechanistic approach     

《地学前缘(英文版)》2023,14(2):101494

Permeable reactive barriers (PRBs) are used for groundwater remediation at contaminated sites worldwide. This technology has been efficient at appropriate sites for treating organic and inorganic contaminants using zero-valent iron (ZVI) as a reductant and as a reactive material. Continued development of the technology over the years suggests that a robust understanding of PRB performance and the mechanisms involved is still lacking. Conflicting information in the scientific literature downplays the critical role of ZVI corrosion in the remediation of various organic and inorganic pollutants. Additionally, there is a lack of information on how different mechanisms act in tandem to affect ZVI-groundwater systems through time. In this review paper, we describe the underlying mechanisms of PRB performance and remove isolated misconceptions. We discuss the primary mechanisms of ZVI transformation and aging in PRBs and the role of iron corrosion products. We review numerous sites to reinforce our understanding of the interactions between groundwater contaminants and ZVI and the authigenic minerals that form within PRBs. Our findings show that ZVI corrosion products and mineral precipitates play critical roles in the long-term performance of PRBs by influencing the reactivity of ZVI. Pore occlusion by mineral precipitates occurs at the influent side of PRBs and is enhanced by dissolved oxygen and groundwater rich in dissolved solids and high alkalinity, which negatively impacts hydraulic conductivity, allowing contaminants to potentially bypass the treatment zone. Further development of site characterization tools and models is needed to support effective PRB designs for groundwater remediation.  相似文献   

障壁岛—潟湖沉积特征及模式:以美国普拉姆岛上更新统—全新统为例^*          下载免费PDF全文

李伟茹  李志华  李胜利  李顺利  邵家澍 《古地理学报》2022,24(6):1073-1083

普拉姆岛(Plum island)是美国东北部缅因湾最大的障壁海岸,岛内向陆一侧为新英格兰地区最大潟湖和沼泽区,它们是晚第四纪末次冰期冰川作用和冰后期海岸作用的沉积响应。通过普拉姆岛研究区上更新统—全新统160个钻孔描述,识别出8种沉积物: 泥炭、冰川黏土、黏土、粉砂、细砂、中粗砂、砾、坠石。根据沉积物类型及其组合特征,结合沉积环境,共划分出8种沉积微相: 障壁沙丘、滨岸沙、水下临滨沙、河道、潮汐水道、潟湖、潮坪、沼泽。研究区在晚第四纪末次冰盛期(MIS2)被劳伦斯蒂德冰盖(Laurentide Ice Sheet)覆盖,发育冰川地貌,冰川泥覆盖在基岩之上,形成底层沉积; 冰后期(MIS1),冰盖消融,海平面发生变化,在冰川地貌鼓丘附近形成沙坝,最终沉积演化为障壁岛—潟湖环境,潟湖通过潮汐水道与广海相连通。  相似文献   

降雨形式对毛细阻滞覆盖层防渗性能的影响研究     

李宁  潘行  张茂建  张慧莉  李昕珍  许建聪 《岩土力学》2022,43(6):1546-1556

毛细阻滞覆盖层的防渗性能对于控制渗滤液和减轻垃圾填埋场周边环境的污染具有重要意义,因此得到广泛研究。前人在研究中多采用恒定降雨强度来模拟降雨气象条件,而对降雨形式对毛细阻滞覆盖层防渗性能的影响关注较少。因此,采用自主研发的土柱降雨入渗试验系统,分别对短时强降雨和长时弱降雨两种降雨情况下,降雨形式对毛细阻滞覆盖层防渗性能的影响开展了研究,并揭示了最不利降雨形式。同时,采用SEEP/W软件对各试验工况进行数值模拟,以使模拟结果与试验结果能够相互印证。研究结果表明：试验结果与模拟结果基本一致,最大误差不大于3%;在短时强降雨情况下,降雨形式仅对覆盖层上部的体积含水率和孔隙水压力有较大影响;而在长时弱降雨条件下,降雨形式对整个覆盖层的体积含水率和孔隙水压力均有显著影响;降雨形式对覆盖层突破时间及渗漏量均有影响,前锋型降雨的突破时间最短,产生的渗漏量最大,后锋型降雨的突破时间最长,产生的渗漏量最小;前锋型降雨更易造成覆盖层突破失效而产生较大的渗漏量,为最不利降雨形式。该研究结果可为毛细阻滞覆盖层设计提供参考依据。  相似文献   

Study on the snowdrift disaster influenced by w-beam barrier used in expressway北大核心CSCD   总被引：1，自引：0，他引：1  

魏佳北 《冰川冻土》2022,44(6):1887-1897

Snowdrift is one of the most typical snow disaster forms of road traffic in Xinjiang area. Its impact on road traffic is mainly reflected in reducing driving visibility and causing traffic interruption induced by a large amount of snow on the road surface. The snowdrift disaster along the road in Xinjiang area shows the characteristics as many points,long lines and wide spread occurring with uneven distribution in time and space. Snowdrift question involves wind field,snow distribution field,temperature field and humidity field coupling,which is a very complex scientific problem. At the same time,the prevention and control of snowdrift disasters is also a practical problem that needs to be solved urgently in the construction and operation of road traffic infrastructure in cold areas. For expressways in areas of frequent snowdrift occurring,its snowdrift disaster caused by the w-beam barrier is becoming more and more obviously. But there is still a lack of in-depth research on the w-beam barrier,which is one kind of auxiliary facilities of the highway deepening the snowdrift disaster. In view of the status mentioned above and in order to explore the causes and prevention methods to snowdrift disaster by w-beam barrier,on the background of Beijing-Urumqi Expressway（G7）engineering,the field model tests of the w-beam barrier,the cable barrier and the no barrier embankment were designed. The study also combined with numerical simulation and highway field investigation and other methods in order to verify each other. In the meantime,the influence of the w-beam barrier and cable barrier on the road snowdrift disaster of the highway is studied,and the distribution law of wind field and snow field on the embankment surface with w-beam barrier and cable barrier is obtained. The results show that the snowdrift velocity increases from the foot of the embankment on the upwind side till to the w-beam barrier installed at the shoulder of or the central divider of the road. Then it moves to the road surface through the gap in the lower part of the w-beam barrier. At this time the w-beam barrier disturbs the wind field near the ground,causing a weak wind area to appear behind the beam,resulting in a large number of snow particles deposited. Especially when the lower gap of the w-beam barrier is filled with snow,the road area behind the w-beam barrier covers the driving lane with snow,which seriously affects the road capacity. While the section without setting up a barrier or setting a cable barrier is conducive to the passage of snowdrift flow. Considering the uncertainty of future climate change,in order to better prevent the impact of snowdrift on traffic operation safety,it is proposed to replace the w-beam barrier in some areas with serious wind and snow disasters with cable barrier that meet the safety requirements of expressways. Moreover,other snowdrift protection measures such as snow fences,snow barriers and snow walls can also be adopted. The research results can provide useful reference for snow removal of the expressway and new expressway construction in the windy and snow areas of Xinjiang. © 2022 Science Press (China).  相似文献   

潮汕地区全新世障壁海岸三角洲沉积演化与砂体展布     

李晓路  于兴河  谭程鹏  杜永慧  单新  王志兴 《沉积学报》2015,33(4):706-712

全新世我国华南沿海广泛发育障壁海岸,此环境下发育独特的障壁海岸三角洲沉积.基于对潮汕地区的现代地质考察,并总结前人的研究认识,得出该地区韩江三角洲形成演化的主要控制因素为海平面变化、障壁-潟湖体系、河流搬运能力;明确了不同时期三角洲演化的特征及砂体的展布规律;然后,结合螺河三角洲和万宁小海的发育特点,划分出障壁海岸三角洲演化的三大阶段,即形成期:障壁-潟湖体系形成,潟湖内开始形成三角洲;发展期:潟湖内水体稳定,三角洲前积较快,障壁沙坝向海迁移;改造期:潟湖逐渐消失,沉积物开始在障壁沙坝外侧沉积,三角洲向海推进;最后,建立了潮汕地区早期潟湖内河流作用为主、后期障壁外多种动力共同作用下的障壁海岸三角洲的沉积模式.  相似文献   

Permeable Reactive Barrier for Groundwater Pollution Remediation: An Review   总被引：2，自引：0，他引：2  

Liu Fei  Chen Liang  Wang Guangcai  Chen Honghan  Robert W. Gillham 《地球科学进展》2015,30(8):863-877

As an in situ, simple and passive technology, Permeable Reactive Barrier (PRB) is becoming widely used in groundwater remediation. Based on its definition and development process, the development of PRB can be divided into two stages: The traditional zero-valent iron PRB before 2000 and the PRB composed of novel mixed media after 2000. With the rapid worsening of groundwater pollution, the increasing application of PRB and the rapid development of materials science, the development of PRB technology in future will be mainly focused on the investigation of mixed and novel media, the design of mixed PRBs, the combination of PRB technology with other remediation technology, and the long term monitoring and management of PRB projects.  相似文献   

High‐resolution reconstruction of a coastal barrier system: impact of Holocene sea‐level change          下载免费PDF全文

Mikkel Fruergaard  Thorbjørn J. Andersen  Lars H. Nielsen  Peter N. Johannessen  Troels Aagaard  Morten Pejrup 《Sedimentology》2015,62(3):928-969

This study presents a detailed reconstruction of the sedimentary effects of Holocene sea‐level rise on a modern coastal barrier system. Increasing concern over the evolution of coastal barrier systems due to future accelerated rates of sea‐level rise calls for a better understanding of coastal barrier response to sea‐level changes. The complex evolution and sequence stratigraphic framework of the investigated coastal barrier system is reconstructed using facies analysis, high‐resolution optically stimulated luminescence and radiocarbon dating. During the formation of the coastal barrier system starting 8 to 7 ka rapid relative sea‐level rise outpaced sediment accumulation. Not before rates of relative sea‐level rise had decreased to ca 2 mm yr^?1 did sediment accumulation outpace sea‐level rise. From ca 5·5 ka, rates of regionally averaged sediment accumulation increased to 4·3 mm yr^?1 and the back‐barrier basin was filled in. This increase in sediment accumulation resulted from retreat of the barrier island and probably also due to formation of a tidal inlet close to the study area. Continued transgression and shoreface retreat created a distinct hiatus and wave ravinement surface in the seaward part of the coastal barrier system before the barrier shoreline stabilized between 5·0 ka and 4·5 ka. Back‐barrier shoreline erosion due to sediment starvation in the back‐barrier basin was pronounced from 4·5 to 2·5 ka but, in the last 2·5 kyr, barrier sedimentation has kept up with and outpaced sea‐level. In the last 0·4 kyr the coastal barrier system has been prograding episodically. Sediment accumulation shows considerable variation, with periods of rapid sediment deposition and periods of non‐deposition or erosion resulting in a highly punctuated sediment record. The study demonstrates how core‐based facies interpretations supported by a high‐resolution chronology and a well‐documented sea‐level history allow identification of depositional environments, erosion surfaces and hiatuses within a very homogeneous stratigraphy, and allow a detailed temporal reconstruction of a coastal barrier system in relation to sea‐level rise and sediment supply.  相似文献   

Preliminary evaluation of the occurrence of herbicides and PAHs in the Wet Tropics region of the Great Barrier Reef, Australia, using passive samplers   总被引：2，自引：0，他引：2  

Shaw M  Müller JF 《Marine pollution bulletin》2005,51(8-12):876-881

The proximity of the Great Barrier Reef (GBR) Marine Park to areas of intensive agriculture and increasing urbanisation places the park under potential threat of contamination by land-based pollutants. Passive samplers were deployed at inshore reef and river mouth sites in the Wet Tropics region of the GBR during a dry and a wet season to measure levels of land-based organic pollutants in this environment. Two types of passive sampling devices were deployed: (i) a polar sampler, which can be used to monitor polar herbicides and (ii) semipermeable membrane devices (SPMDs) which sequester more hydrophobic compounds (e.g. PAHs, chlorpyrifos). Herbicides (diuron, simazine, atrazine, hexazinone and/or flumeturon) were detected at low concentrations (ng L⁻¹) at all sites sampled and in both seasons. Chlorpyrifos was not detected while PAHs were present in SPMDs at levels below limits of detection. The results show that the GBR environment does contain low levels of organic pollutants and that passive sampling provides a sensitive monitoring tool for measuring waterborne organic pollutants.  相似文献