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991.
依据密度测井资料评估煤层的含气量 总被引:1,自引:0,他引:1
煤层甲烷长期以来认为是对采煤工作的危害,只是近十多年来才被认为是一种潜在的能源。煤层不仅是甲烷的储层,而且是甲烷的源岩。煤的物理结构是一种双重孔隙结构,即煤层中含有由基质孔隙和裂缝孔隙组成的孔隙系统。煤层中的气(甲烷)主要吸附在基质孔隙的内表面,是吸附气,而不是存在于骨架粒间的孔隙空间内,因而传统的评价天然气储层含气量的方法虽然不能适合于评估煤层的气含量。本文利用密度测井资料和煤样煤质化验资料确定 相似文献
992.
将线性反演理论与正则化法相结合,提出一个火山地区二维自然电位(SP)异常反演方法.地下岩浆活动(对流体)是引起自电异常的极化源,反演的目的是计算地下视极化强度分布和极化源中心位置.可以通过用已知的各种资料改变地下极化源区域(简称源区)的方式来进行多次反演,以便获得一个比较合理的地下视极化强度分布模型.最后,分别给出意大利和墨西哥的两个火山地区的自然电位异常分析结果. 相似文献
993.
The impact of tourism on coastal areas 总被引:5,自引:0,他引:5
Erdmann Gormsen 《GeoJournal》1997,42(1):39-54
The manifold influences of tourism on coastal areas are analysed from three different angles: (1) The development of seaside tourism including the changes of socio-economic and settlement patterns; (2) its cultural impact on the local population; (3) its environmental aspects. Point 1 is described with the help of a model showing four peripheries in space and time: (I) the North Sea and Baltic coasts since the 18th century; (II) Southern Europe during the 19th century; (III) the North African shores around 1950; (IV) the tropical oceans after 1965. Within every periphery, several phases (pioneer, domestic, international) can be distinguished according to the origin of tourists, the investment, the know-how etc. While the beginning of every phase is dominated from abroad, later-on national actors play an increasing role. This applies also to point 2, which refers mainly to developing countries. As for point 3, mass tourism may result detrimentally on water supply, sensitive coastal landscapes, socio-cultural identity etc. Among the questions to be raised are: How far are industrial societies responsible for any negative impacts of tourism, and what are the chances for, and a general consciousness on, a sustainable tourism development? 相似文献
994.
The aridity of the Arabian Peninsula's deserts ranges between arid to hyperarid with hot dry climate, scarce precipitation and sparse vegetation. These harsh environmental conditions enhance some geomorphologic processes more than others, cause specific geotechnical problems, and increase desertification.From west to east, the general physiography of Saudi Arabia shows the Red Sea coastal plains and the escarpment foothills called Tihama followed by the Arabian Shield mountains, the Arabian Shelf plateau and finally the Arabian Gulf coastal plains. Sand moves by wind either as drifting sand or migrating dunes in four major sand seas, over the Arabian Shelf, and in the inter-mountain valleys, in the Arabian Shield causing problems of erosion and deposition. Human activities in the deserts may cause more instability to the sand bodies, enlarging the magnitude of the problem. Fine silty soil particles also move by wind, depositing loess mainly in selected areas downwind in the Tihama. These loess deposits subside and may form earth fissures by the process of hydrocompaction upon wetting. The addition of water can be either natural through storms or man-made through human agricultural or civil activities. Extensive sabkhas exist along the coastal plains of both the Red Sea and Arabian Gulf. The sabkha soil may also heave by salt re-crystallization or collapse by wetting. The shallow groundwater brines present in sabkhas also attack and corrode civil structures. Urbanization and excessive groundwater pumping may also deplete the fresh groundwater resources and may cause subsidence, ground fissuring and surface faulting as observed in some locations in the Arabian Shield. Although the average annual precipitation is very low, rain usually falls in the form of torrential storms, collected by dry valley basins and causing floods to unprotected downstream areas on the coastal plains of the Red Sea.The desert environment, being a fragile echo system, needs to be treated with care. Intercommunications between different national and international agencies and education of the layman should help to keep the system balanced and reduce the resulting environmental hazards. In addition, any suggested remedial measures should be planned with nature and engineered with natural materials. 相似文献
995.
The occurrence of land subsidence in the Kingdom Saudi Arabia is either natural or man-made. Natural land subsidence occurs due to the development of subterranean voids by a solution of host rocks in carbonate and evaporite terrains, over many areas of Saudi Arabia. Man-induced land subsidence is either due to the removal of groundwater in the agricultural areas or to wetting of unstable soils. Therefore, earth fissures and a lowering of the ground surface in unconsolidated sediments took place in alluvial plains and volcanic vent terrains. Unstable soils include Sabkha soils and loess sediments. These types of soils occur in coastal plains, desert areas and volcanic terrains. When this soil is wetted either during agricultural activities, waste disposal or even during a rain storm, subsidence takes place due to either the removal of salts from the Sabkha soil or the rearrangement of soil particles in loess sediments. 相似文献
996.
Evidence of early generation of liquid hydrocarbon from suberinite as visible under the microscope 总被引:1,自引:0,他引:1
The early generation of liquid hydrocarbons from suberinite can be clearly observed under the microscope. The generation of this oil-like material, mainly in the form of exsudatinite, from the maceral suberinite occurs at a maturity level of about 0.4% vitrinite reflectance. Hydrocarbons appear to be naturally expelled from coal initially through sweating and agglomeration of suberinite which subsequently forms exsudatinite. It is suggested that extensive expulsion of exsudatinite causes cracks to develop in vitrinite whereas limited expulsion of exsudatinite will only impregnate the vitrinite matrix. If cracks are formed, it is possible they could progressively develop to form an exsudatinite-crack network. The formation of such a network is believed to represent an effective way of hydrocarbon expulsion from coal source rocks. 相似文献
997.
Paul J. Lechler Jerry R. Miller Liang-Chi Hsu Mario O. Desilets 《Journal of Geochemical Exploration》1997,58(2-3)
The Carson River Superfund Site in west-central Nevada is an area of Hg-contaminated soil, sediment, water, air, and biola resulting from the amalgamation milling of Ag-Au ores of the Comstock lode worked approximately a century ago. In order to develop an understanding of the behavior, transport, and fate of Hg at this site, a technique was developed to estimate the proportions of total, elemental, exchangeable, organic, and sulfide Hg in soils, sediments, and tailings.Results of this analysis performed on active Carson River sediments indicate that Hg is selectively dissolved out of Hg-Au amalgam particles and subsequently adsorbed to fine-grained sediments which are then deposited in downstream, low-energy reaches of the Carson River and Labontan Reservoir. In the relatively more-reducing environment of the reservoir Hg appears to be converted, in large part, to relatively-insoluble HgS.The original elemental form of Hg released to the environment is the chemical form which is still dominant in most highly-contaminated soils, sediments, and tailings. Deeper, more-reducing soil horizons, however, appear to fix a significant portion of the Hg as HgS, analogous to the Lahontan Reservoir example described above. This fixation as HgS is documented to be largely limited to higher-sulfur areas where sulfide minerals from the Comstock ores increase the total sulfur concentrations of contaminated soils, sediments, and tailings. 相似文献
998.
Lithospheric Stretching,Subsidence and Thermal History Modeling: Application to Yinggehai,Qiongdongnan and Songliao Basins in East China 总被引:3,自引:0,他引:3
Lin ChangsongDepartment of Energy Resources China University of Geosciences Beijing Li SitianFaculty of Earth Resources China University of Geosciences Wuhan Zhang QiminWest Nanhai Oil Company Zhanjiang Zhang 《中国地质大学学报(英文版)》1997,(1)
LithosphericStretching,SubsidenceandThermalHistoryModeling:ApplicationtoYinggehai,QiongdongnanandSongliaoBasinsinEastChina*Li... 相似文献
999.
1000.
张志沛 《水文地质工程地质》1997,24(1):56-58
通过目前国内外现有资料的对比研究,对严重影响石太高速公路修建和运营的柏井采空区采用压力注浆的方法,充填采空区上覆的裂隙冒落带,以达到加固地基的目的。灌注材料选用水泥和粘土,水固比为1:1.5,依据地面构造物不同,在桥涵地段采用1:0.8:0.7(水:水泥:粘土,下同)的配比,在边坡地段采用1:0.5:1的与比,在一般路段采用1:0.3:1的配比,灌注浆液的结石体在采空区及上覆的裂隙冒落带中充填率达 相似文献