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531.
Development of a coupled reservoir operation and water diversion model: Balancing human and environmental flow requirements 总被引:2,自引:0,他引:2
X.A. YinZ.F. Yang 《Ecological modelling》2011,222(2):224-231
Maintaining a natural flow regime helps preserve the health of riverine ecosystems. Conventional studies on reservoir operations have focused mainly on identifying optimal operational schemes for satisfying human water demands. To systematically reflect the ecological effects of both natural and human-induced hydrologic alterations, water diversions downstream of the reservoirs should be considered as well. This research focused on a coupled reservoir operation and water diversion (CROWD) model, created through the integration of a reservoir operation model and a water diversion model. The proposed model considers both human and environmental flow requirements, and represents a compromise that balances ecological protection (preservation of the natural flow regime of a river) and human needs (reduced water shortages). In the reservoir operation model, the reservoir space is divided into three zones and different operating rules are developed for directing reservoir operation when water levels are in different zones; in the water diversion model, different water users are assigned different supply priorities with the instream flows no more than the minimum environmental flows having the highest priority; and the two models are coupled by the water mass balance between the two hydraulic facilities. The non-dominated-sorting genetic algorithm II (NSGA-II) was used to determine the parameters of the developed CROWD model and the model was applied to support the joint operational management of the Tanghe Reservoir and the Liaoyang Diversion in the Tang river basin, China. The resulting reservoir operation and water diversion schemes indicate that the CROWD model is useful for optimizing the operation of reservoirs and water diversion schemes. Moreover, it helps to analyze tradeoffs between human and environmental water needs, resulting in solutions that reduce the risk of water shortages and minimize ecological integrity disturbances. 相似文献
532.
Jorge H. García Matthew T. Heberling Hale W. Thurston 《Journal of the American Water Resources Association》2011,47(1):52-58
García, Jorge H., Matthew T. Heberling, and Hale W. Thurston, 2011. Optimal Pollution Trading Without Pollution Reductions: A Note. Journal of the American Water Resources Association (JAWRA) 47(1):52‐58. DOI: 10.1111/j.1752‐1688.2010.00476.x Abstract: Various kinds of water pollution occur in pulses (e.g., agricultural and urban runoff). Ecosystems, such as wetlands, can serve to regulate these pulses and smooth pollution distributions over time. This smoothing reduces total environmental damages when “instantaneous” damages are marginally increasing. This paper introduces a water quality trading model between a farm (a pulse‐pollution source) and a firm (a more steady pollution source) where the object of exchange is the “temporary” retention of runoff as opposed to total runoff reductions. The optimal trading ratio requires firm emissions to be offset by more than a proportional retention of the initial agricultural runoff pulse. The reason is twofold: (1) emissions are steady or constant over time and, in this sense, have relatively larger environmental impact; and (2) certain kinds of runoff management cause delayed environmental damages. 相似文献
533.
水力割缝增透抽采煤层瓦斯原理及应用 总被引:3,自引:2,他引:1
煤层瓦斯抽采是避免煤矿瓦斯灾害发生的根本防治措施,水力割缝技术使煤体在割缝后应力松弛、卸压、破坏、破裂,以成倍或者十几倍地提高煤层的渗透性,继而对煤层瓦斯进行抽采,使瓦斯煤层变为低瓦斯或无瓦斯煤层,从根本上避免瓦斯灾害发生。从水力割缝技术切割煤层致煤层应力变化角度,将理论分析和数值模拟方法相结合,根据渗流力学平面径向流理论,分析给出水力割缝技术增透抽采瓦斯原理。以兖州东滩矿3号煤层为例,分析采用水力割缝技术前后煤层应力变化、渗透率变化规律。结果表明:大面积割缝后,应力重新分布,由均匀状态转变为非均匀状态分布,水平缝使煤层卸压,煤层应力普遍降低,在缝上部煤层局部形成拉应力区。割缝后渗透率是割缝前的4.34倍,渗透率大幅度增加,从而提高瓦斯抽采速度和最终抽采率。 相似文献
534.
Evaporating liquid flow in a channel (An integral model based on shallow water flow approximation) 总被引:1,自引:0,他引:1
Phani K. Raj 《Journal of Loss Prevention in the Process Industries》2011,24(6):886-899
Liquefied Natural Gas (LNG) storage facilities generally include channels to convey potential spills of the liquid to an impoundment. There is increasing concern that dispersion of vapors generated by flow of LNG in a channel may lead to higher than limit vapor concentrations for safety at site boundary from channels that may be close to the dike walls. This issue is of recent concern to regulatory agencies, because the calculation of vapor hazard distance(s) from LNG flow in a channel is not required under existing LNG facility siting standards or regulations.An important parameter that directly affects the calculated LNG vapor dispersion distance is the source strength (i.e., the rate of vaporization of LNG flow from the wetted channel surfaces, as a function of spatial position and time). In this paper a model is presented which considers the variation of the depth of the flowing LNG with spatial location and time, and calculates the spatial and temporal dependence of the mass rate of vapor generation. Self similar profiles for the spatial variation of the thermal boundary layer in the liquid wetted wall and liquid depth variation are assumed. The variation with time of the location of the liquid spread front and the evaporation rate are calculated for the case of a constant LNG spill rate into a rectangular channel. The effects of two different channel slopes are evaluated. Details of the results and their impact on dispersion distances are discussed. 相似文献
535.
536.
现场测定煤层透气性系数计算方法的优化研究 总被引:1,自引:1,他引:0
为深入分析瓦斯在煤层内流动的阻力特性,根据煤层瓦斯径向不稳定流动理论,探讨煤层透气性系数的本质内涵及物理意义,指出其现场应用过程中存在的不足。基于无因次流量准数Y和时间准数F0之间的关系,对系数a,b值进行修正,提出透气性系数公式的优化计算方法。给出对比2种计算方法的现场应用实例。结果表明,优化方法的计算过程不必采用试算,计算结果的相对误差小于2%,可满足现场应用的实际要求。依据现场测定值可计算出AB的区间范围,据此可直接选择相应公式计算煤层透气性系数。 相似文献
537.
纵向通风下坡度隧道火灾烟气特性数值模拟研究 总被引:1,自引:0,他引:1
为探讨纵向通风情况下坡度隧道火灾烟气的温度分布、回流长度等特性参数,运用火灾动力学模拟软件FDS建立一个长为500 m的公路隧道模型,对不同坡度、不同纵向通风速率的20组火灾工况进行模拟研究,通过分析各工况的模拟结果,并结合前人在隧道火灾烟气特性研究方面的成果,得到火灾情况下隧道内烟气的纵向温度分布规律、隧道拱顶温度变化规律、温度偏移及烟气回流长度变化规律等。 相似文献
538.
结合泥石流危险度和公路受泥石流损毁度两个指标,构建了天山公路泥石流风险评价模型,实现了对天山公路全线主要泥石流沟的风险值量化:风险值大于0.80的为极度危险,应以防为主,治为辅;风险值在0.50~0.80之间的为高度危险,应防、治并重;风险值在0.25~0.60之间的为中度危险,应以治为主,防为辅;风险值小于0.25的为轻度危险,应以防为主,治为辅。 相似文献
539.
540.