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31.
32.
论黄陵背斜水平滑移兼论三峡水库绕黄陵背斜渗漏   总被引:1,自引:0,他引:1  
本文以黄陵背斜盖层形态判定了黄陵背斜的隆起、水平滑移直至构造应力方位,探讨了黄陵背斜盖层的层间滑脱构造,进而提出了未来三峡水库的水有绕黄陵背斜盖层沿这些滑脱构造发生渗漏的论断。作者依现有构造形态,粗算了黄陵背斜向S236°W方向水平滑移16.5km,垂直隆起4.85km,同时也估量了未来三峡水库可能渗漏途径长约42.8km。  相似文献   
33.
长江流域中的特长掉向江段   总被引:2,自引:0,他引:2  
通过对倒插支流、反向阶地和风口的研究,认为长江流域存在一特长掉向江段,它东起黄陵背斜西坡的香溪,西南至云南石鼓,全程约2000km。掉向年代距含15-20万年,掉向时的高程约160m;其动因为印度板块与欧亚板块碰撞、中国西域抬升。由于地表江水大掉向,使得该段地质环境发生重大变化。  相似文献   
34.
Fecal indicator bacteria concentrations measured in the surf zone off Huntington Beach, CA from July 1998-December 2001 were analyzed with respect to their spatial patterns along 23 km of beach, and temporal variability on time scales from hourly to fortnightly. The majority of samples had bacterial concentrations less than, or equal to, the minimum detection limit, but a small percentage exceeded the California recreational water standards. Areas where coliform bacteria exceeded standards were more prevalent north of the Santa Ana River, whereas enterococci exceedances covered a broad area both north and south of the river. Higher concentrations of bacteria were associated with spring tides. No temporal correspondence was found between these bacterial events and either the timing of cold water pulses near shore due to internal tides, or the presence of southerly swell in the surface wave field. All three fecal indicator bacteria exhibited a diel cycle, but enterococci rebounded to high nighttime values almost as soon as the sun went down, whereas coliform levels were highest near the nighttime low tide, which was also the lower low tide.  相似文献   
35.
为了有效地开发和利用长江,造福于人类,正确地了解和揭示长江地质的各种客观规律,不仅具有科研价值,而且具有实践意义。研究长江三峡(确切地讲应为宜昌峡)江底深槽的成因,是揭示其实质的一种科学尝试。笔者在研究前人资料的基础上,提出了南津关江底某些深槽成因的一种新观点,即深槽为地下暗河的出口。据此,笔者推测在长江之下,还存在一个独立的地下水系区段。这也许就是研究长江三峡深槽成因的理论和实践价值之所在。   相似文献   
36.
The aim of the work was to establish methodology for realistic laboratory-based test exposures of organisms to oil dispersions, specifically designed to generate parameterized toxicity data. Such data are needed to improve the value of numerical models used to predict fate and effects of oil spills and different oil spill responses. A method for continuous and predictable in-line production of oil dispersions with defined size distribution of different oil qualities was successfully established. The system enables simultaneous comparison between the effects of different concentrations of dispersion and their corresponding equilibrium water soluble fractions. Thus, net effects of the oil droplet fraction may be estimated. The method provides data for comparing the toxicity of oil dispersions generated both mechanically and with the use of chemical dispersions, incorporating the toxicity of both dissolved oil and droplets of oil.  相似文献   
37.
Gerhard JI  Pang T  Kueper BH 《Ground water》2007,45(2):147-157
The time required for dense nonaqueous phase liquid (DNAPL) to cease migrating following release to the subsurface is a valuable component of a site conceptual model. This study uses numerical simulation to investigate the migration of six different DNAPLs in sandy aquifers. The most influential parameters governing migration cessation time are the density and viscosity of the DNAPL and the mean hydraulic conductivity of the aquifer. Releases of between 1 and 40 drums of chlorinated solvent DNAPLs, characterized by relatively high density and low viscosity, require on the order of months to a few years to cease migrating in a heterogeneous medium sand aquifer having an average hydraulic conductivity of 7.4 x 10(-3) cm/s. In contrast to this, the release of 20 drums of coal tar (rho(D)= 1061 kg/m(3), micro(D)= 0.161 Pa.s) requires more than 100 years to cease migrating in the same aquifer. Altering the mean hydraulic conductivity of the aquifer results in a proportional change in cessation times. Parameters that exhibit relatively little influence on migration time scales are the DNAPL-water interfacial tension, release volume, source capillary pressure, mean aquifer porosity, and ambient ground water hydraulic gradient. This study also demonstrates that low-density DNAPLs (e.g., coal tar) give rise to greater amounts of lateral spreading and greater amounts of pooling on capillary barriers than high-density DNAPLs such as trichloroethylene or tetrachloroethylene.  相似文献   
38.
长江三峡河流袭夺与河流起源   总被引:14,自引:0,他引:14  
李四光有“黄陵背斜为华西,华东的分水岭,岭西之水流入归州盆地和四川盆地,岭东之水则向东流,袭夺...”的正确论断,但他“(袭夺)年代是第三纪末至早更新世纪”的见解则过早。黄陵背斜西侧之水属古金沙江东支流,仅香溪至重庆段内竟有73.3%的支流呈倒插;巫山至故陵镇82.5km间的T6,T5,T4阶地面沿江呈西倾,而T3,T2,T1阶地面沿江呈东倾,二者刚好反向,在重庆,奉节分别发现了鹅岭风口和白帝城风  相似文献   
39.
李四光有“黄陵背斜为华西、华东的分水岭,岭西之水流入归州盆地和四川盆地,岭东之水则向东流,袭夺……”的正确论断,但他“(袭夺)年代是第三纪末至早更新世初”的见解则过早。黄陵背斜西侧之水属古金沙江东支流,仅香溪至重庆段内竟有73.3%的支流呈倒插;巫山至故陵镇82.5km间的T6、T5、T4阶地面沿江呈西倾,而T3、T2、T1阶地面沿江呈东倾,二者刚好反向。在重庆、奉节分别发现了鹅岭风口和白帝城风口,二者与倒插支流、反向阶地共同证实了此段属掉向(被袭夺)流段。由于2.0Ma以来印度板块与亚欧板块碰撞所导致的西域上升,黄陵背斜遭冰后期和其它外营力剥蚀、降低,古金沙江南下水路被横断山封堵,西支流只好向东支流涌来,又借黄陵背斜东坡古长江向源侵蚀之机,终于0.15~0.20Ma间切开黄陵背斜分水岭,形成新型长江  相似文献   
40.
Water quality impacts of stormwater discharges to Santa Monica Bay   总被引:1,自引:0,他引:1  
Urban stormwater runoff is a major source of contaminants to southern California's coastal waters, yet little is known about the fate and effects of these discharges. A 3-year multidisciplinary project was conducted to investigate the dispersion of stormwater plumes in Santa Monica Bay and the resultant impacts on the water column and benthos. This paper describes the toxicity component of the study. Sea urchin fertilization toxicity tests were conducted on stormwater from the two largest discharges into the bay: Ballona Creek, which drains a highly urbanized watershed, and Malibu Creek, which receives runoff from a largely undeveloped watershed. Every sample of Ballona Creek stormwater tested was toxic (usually >5 toxic units), while Malibu Creek stormwater had a lower frequency and magnitude of toxicity (usually <4 toxic units). Surface water samples collected within the Ballona Creek stormwater discharge plume were always toxic whenever the concentration of stormwater in the plume exceeded 10%. The toxic portion of the Ballona Creek stormwater plume extended more than 4 km offshore on one occasion. Toxicity identification studies indicated that zinc was the primary cause of toxicity in both Ballona Creek stormwater and the discharge plume. No acute sediment toxicity (10-day amphipod survival) was present in the study area, although interstitial water toxicity was present at some stations located near the mouth of Ballona Creek. Differences in watershed characteristics likely were responsible for the greater toxicity of the Ballona Creek stormwater discharge plume. The Ballona Creek watershed contained a greater degree of urbanization (83% versus 12% for Malibu Creek) and the presence of a network of concrete flood control channels resulted in a stormwater plume containing elevated concentrations of toxins that received less initial dilution (compared to Malibu Creek) in the nearshore environment.  相似文献   
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