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1.
开展环境对河流湿地中植物的影响研究,不仅有助于了解河流湿地中植物与生态环境之间的关系,而且对河流湿地中植物的保护和恢复工作具有重要意义。根据近年来发表的环境对河流湿地中植物的影响研究成果,对河流湿地中植物的范围进行了界定,综述了与河流湿地中植物关系密切的水文情势、土壤和水电开发对其的影响,指出未来对河流湿地中植物的影响研究的方向。  相似文献   
2.
ABSTRACT

The Australian government’s proposal to expand the Snowy Hydro Scheme to include a second pumped hydro energy storage (PHES) system, and support for feasibility studies for PHES in Tasmania, offer an opportunity to incorporate more intermittent renewable energy generation into the National Energy Market. However, the infrastructure construction required for PHES expansion may have negative effects for biodiversity in subalpine and alpine areas. To identify the potential effects of PHES on biodiversity in Kosciuszko National Park (KNP), this systematic literature review assesses: (i) the key environmental disturbances likely to arise from PHES construction; and (ii) the specific impacts of these construction processes on biodiversity in subalpine and alpine environments. We find that the effects of PHES construction-related disturbances are likely to be negative for subalpine and alpine biodiversity, with impacts including the proliferation of exotic flora, habitat loss resulting from vegetation clearing, altered landscape hydrology and reduced water quality. Management recommendations to limit these impacts are provided and further research is recommended to assess: (i) the effects of PHES on fish populations in alpine reservoirs; (ii) the utility of spoil as artificial habitat for endemic fauna; and (iii) the chemical and physical impacts of spoil dumping in alpine reservoirs.  相似文献   
3.
Stable water isotope surveys have increasingly been integrated into river basins studies, but fewer have used them to evaluate impact of hydropower regulation. This study applies hydrologic and water isotope survey approaches to a Canadian Shield river basin with both regulated and natural flows. Historical streamflow records were used to evaluate the influence of three hydroelectric reservoirs and unregulated portions of the basin on downstream flows and changes in water level management implemented after an extreme flood year (1979). In 2013, water isotope surveys of surface and source waters (e.g., rainfall, groundwater, snowmelt) were conducted to examine spatial and temporal variation in contributions to river flow. Seasonal changes in relative groundwater contribution were assessed using a water‐isotope mass balance approach. Within the basin, two regulated reservoirs exhibited inverted hydrographs with augmented winter flows, whereas a third exhibited a hydrograph dominated by spring snowmelt. In 2013, spatial variation in rain‐on‐snow and air temperatures resulted in a critical lag in snowmelt initiation in the southern and northern portions of the basin resulting in a dispersed, double peak spring hydrograph, contrasting with 1979 when a combination of rain‐on‐snow and coincident snowmelt led to the highest flood on record. Although eastern basin reservoirs become seasonally enriched in δ18O and δ2H values, unregulated western basin flows remain less variable due to groundwater driven baseflow with increasing influence downstream. Combined analysis of historical streamflow (e.g., flood of 1979, drought of 2010) and the 2013 water isotope surveys illustrate extreme meteorological conditions that current management activities are unable to prevent. In this study, the influence of evaporative fractionation on large surface water reservoirs provides important evidence of streamflow partitioning, illustrating the value of stable water isotope tracers for study of larger catchments.  相似文献   
4.
The run‐off volume altered by the construction of hydropower plants affects ecohydrological processes in catchments. Although the impacts of large hydropower plants have been well documented in the literature, few studies have been conducted on the impacts of small cascaded hydropower plants (SCHPs). To evaluate the impacts of SCHPs on river flow, we chose a representative basin affected by hydropower projects and, to a lesser degree, by other human activities, that is, the Qiuxiang River basin in Southern China. The observed river discharge and climate data during the period of 1958–2016 were investigated. The datasets were divided into a low‐impact period and a high‐impact period based on the number of SCHPs and the capacities of the reservoirs. The daily river discharge alteration was assessed by applying the Indicators of Hydrologic Alteration. To separate the impact of the SCHPs on the local river discharge from that of climate‐related precipitation, the back‐propagation neural network was used to simulate the monthly average river discharge process. An abnormal result was found: Unlike large reservoirs in large watersheds, the SCHPs regulated the flows during the flood season but were not able to mitigate the droughts during the dry season due to their limited storage and the commonly occurring inappropriate interregulations of the SCHPs. The SCHPs also reduced the annual average river discharge in the research basin. The contribution of the SCHPs to the river discharge changes was 85.37%, much higher than the contributions of climate change (13.43%) and other human activities (1.20%). The results demonstrated that the impacts of the SCHPs were different from those of large dams and reservoirs that regulate floods and relieve droughts. It is necessary to raise the awareness of the impacts of these river barriers.  相似文献   
5.
Ensemble modelling was used to assess the robustness of projected impacts of pumped‐storage (PS) operation and climate change on reservoir ice cover. To this end, three one‐dimensional and a two‐dimensional laterally averaged hydrodynamic model were set up. For the latter, the strength of the impacts with increasing distance from the dam was also investigated. Climate change effects were simulated by forcing the models with 150 years of synthetic meteorological time series created with a weather generator based on available air temperature scenarios for Switzerland. Future climate by the end of the 21st century was projected to shorten the ice‐covered period by ~2 months and decrease ice thicknesses by ~13 cm. Under current climate conditions, the ice cover would already be affected by extended PS operation. For example, the average probability of ice coverage on a specific day was projected to decrease by ~13% for current climate and could further be reduced from ~45% to ~10% for future climate. Overall, the results of all models were consistent. Although the number of winters without ice cover was projected to increase for all one‐dimensional models, studying individual segments of the two‐dimensional model showed that the impact was pronounced for segments close to the PS intake/outlet. In summary, the reservoir's ice cover is expected to partially vanish with higher probability of open water conditions closer to the PS intake/outlet.  相似文献   
6.
Hydropeaking leads to artificial fluctuations in discharge and corresponding water levels with pronounced dewatering areas between base and peak flow along gravel bars and channel banks. In the present study, 16 hydropeaking reaches in Austria were investigated to assess possible differences in the estimated stranding risk for young of the year brown trout according to different gravel bar types and differences in microtopography roughness. Based on hydrodynamic‐numerical modelling, a predictive habitat modelling approach was implemented in the study design. Accompanied by grain size sampling along the various channel bars, a conceptual stranding risk model (SRM) was developed. The results showed that a high variability in estimated stranding risk exists for the tested sites considering discharge ratios of 1:3, 1:5 and 1:10. With respect to the discussion of establishing legal thresholds for ramping ratios in discharge, it was documented that, exemplarily, a discharge ratio base flow/peak flow of 1:5 (winter base flow conditions) could cause minor differences in the spatial extent of dewatering areas and the related estimated stranding risk for juvenile brown trout compared to a ratio of 1:2 for summer base flow conditions. Microtopographic roughness was addressed due to sampling and analysis of grain size distributions. Statistical testing of grain size distributions revealed significant differences between the surface material compositions of the investigated gravel bars. Those differences are evident, particularly for the coarser fraction (d90), which is important as cover for young of the year brown trout. These aspects of grain size in habitat use and hydraulics have been addressed in the conceptual SRM. The results showed that point bar morphology, in particular, was less sensitive to the risk of stranding compared to, for example, alternating gravel bars. Considering the multiple pressures for alpine rivers, the improvement of structural features due to bar formation and related self‐forming processes is discussed as a possible alternative for future mitigation measures to reduce the negative impacts of hydropeaking. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
7.
乌东德水电站场址附近走向NNE的德干断裂系主要由裸佐断裂、马店断裂、鹿鹤断裂等组成,全长约120km。该断裂系向北收敛,向南呈"帚状"撒开成多条分支近平行排列,展布宽约6km。断层构造岩均为脆性变形所产生的碎裂岩系,断裂带内各种次级组构表明,该断裂系在新构造时期存在多次构造活动,且活动强度由强逐渐变弱。断裂最新活动年代在中更新世,运动方式为粘滑兼有稳滑。地震危险性分析认为,倮佐断裂的最大地震震级为6.0级,马店断裂、鹿鹤断裂等在5~5.5级之间。  相似文献   
8.
深埋隧洞极强岩爆段隧道掘进机半导洞掘进岩爆风险研究   总被引:3,自引:0,他引:3  
深埋隧洞TBM(隧道掘进机)全断面掘进时,在局部超高应力集中的完整硬脆性岩体洞段将直面极强岩爆的风险,设备和人员的安全将遭受极大的威胁。在锦屏II水电站3#引水隧洞极强岩爆段实施了"先半导洞+TBM联合掘进"实验,结合微震实时监测信息对TBM半导洞掘进的岩爆风险开展了研究。监测结果表明,(1)TBM半导洞掘进期间,日平均微震事件数、日平均辐射微震能、微震大事件数及实际岩爆发生次数和强度均远远低于TBM全断面掘进;(2)能量指数对数值和累积视体积的时域演化表明,TBM半导洞掘进强烈岩爆发生的风险远低于TBM全断面掘进,现场实际开挖也证明了这一点;(3)半导洞洞段微震事件的空间集结程度、总数、震级大小与能量辐射均远小于全断面洞段。因此,TBM半导洞掘进的岩爆风险远远低于TBM全断面掘进,在具有施工条件的情况下采用先半导洞预处理,然后TBM半断面掘进极强岩爆段,以期控制岩爆风险的方案是可行的。  相似文献   
9.
基于实例推理系统的滑坡预警判据研究   总被引:1,自引:0,他引:1  
为研究滑坡预警预报指标,建立了31个典型岩质滑坡组成的滑坡数据库,基于滑坡数据库、工程类比和模糊综合评判方法开发了滑坡实例推理系统。首先将滑坡特征属性分为6大项:破坏模式、滑面倾角、滑面类型、边坡岩体结构、边坡倾角、滑坡的诱发因素(降雨、地下水、水库蓄水、开挖、爆破、地震),用11个特征值表示边坡的特征属性;其次采用比值法相似度计算理论在滑坡数据库中搜索与目标边坡最相似的滑坡,通过工程类比给出滑坡预警判据建议值;最后依据模糊综合评判模型修正建议值,得到预警判据确认值,形成滑坡实例推理系统。以锦屏一级水电站为例,通过计算找到了滑坡数据库中与锦屏一级水电站左岸边坡最为相似的5个滑坡实例;其中大冶铁矿狮子山滑坡和安家岭露天矿滑坡有较为完整的变形监测数据,深入分析类似边坡变形破坏过程,分4个阶段给出了锦屏一级水电站左岸边坡预警判据建议值;并建立边坡预警判据修正的模糊综合评判模型,修正相似边坡预警判据,给出锦屏一级水电站左岸边坡进入加速变形阶段的位移速率阀值的精确区间为1.0~1.2 mm/d。  相似文献   
10.
详细介绍了锦屏一级水电站工程地下厂房岩锚梁试验过程、安全监测方法及结果。试验结果表明,岩锚梁锚杆应力、接缝开度、围岩变形及锚索荷载变化主要由围岩二次应力调整引起的,试验荷载引起的增量远远小于各监测物理量,岩锚梁大多数锚杆承受拉应力,C锚杆的应力增量比A、B锚杆的应力增量反应更敏感;锚杆应力增量随着埋深增加迅速减小,岩锚梁荷载试验全过程中各监测物理量变化均小于设计控制标准值。建议在围岩变形较大的条件下,岩锚梁的设计、施工应考虑围岩和岩锚梁共同作用的影响。  相似文献   
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