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81.
本文对特大型冷却塔及冷水机组房的噪声特性进行了测量分析。根据其噪声源特性,采取了加装进排气消音器、吸声、隔声、减振等综合治理方案。治理后的实测结果表明:该项噪声治理工程投资少,达到标准的要求。 相似文献
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为深入研究大型自然通风冷却塔及其湿热羽对内陆核电厂气载流出物扩散影响,应用计算流体力学软件STAR-CCM+提供的k-ε湍流模型模拟了单一冷却塔的运行和停机对不同位置、不同释放高度污染物扩散的影响,结果表明:当释放高度为10m,释放点位于停机冷却塔迎风侧时,释放点下风向的地面轴线弥散因子相比于没有冷却塔时普遍降低1/3~1/2.当释放高度为75m,冷却塔运行时,若释放点位于冷却塔迎风侧时,轴线弥散因子相比于没有冷却塔时普遍增大1~2倍;若释放点位于冷却塔背风侧,则相比于没有冷却塔时普遍降低约1/2.当冷却塔停机时,无论75m高度释放点位于迎风侧还是背风侧,其轴线弥散因子均高于没有冷却塔时.当迎风侧释放高度达到150m时,在释放点下风向约800m的范围内,冷却塔湿热羽使得轴线弥散因子显著增大,但到了800m范围以外,冷却塔湿热羽使得轴线弥散因子减小. 相似文献
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两种不锈钢在冷却塔冷凝酸液中的耐蚀性能 总被引:4,自引:2,他引:2
目的分析304不锈钢和316L不锈钢在电厂冷却塔内海水及烟气形成的模拟冷凝酸液环境中的耐蚀性能。方法利用浸泡试验和电化学试验方法测试两种不锈钢在模拟冷凝酸液中的腐蚀形貌、腐蚀率和极化曲线。结果 304不锈钢在模拟冷凝酸液中的耐蚀性能较差,其腐蚀率及钝态稳定性受冷凝酸液pH值的影响较大;316L不锈钢在模拟冷凝酸液中的耐蚀性能较好,其腐蚀率及钝态稳定性受冷凝酸液pH值的影响较小。结论 316L不锈钢在冷却塔冷凝酸液中的耐蚀性能明显优于304不锈钢。 相似文献
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In this study, the occurrence and metabolic capacities of sulfate reducing bacteria (SRB) were studied in 36 water samples taken from cooling towers of 30 different buildings, such as hotels and business centres in Istanbul. SRB were present in 14 cooling towers out of 30 (46.6%) buildings and while the lowest concentration of SRB was 10 cells/mL, the highest concentration was determined as 104 cells/mL. After the distribution of SRB within cooling towers was determined, several strains of SRB were isolated and characterized metabolically. The isolated strains were composed of vibroid cells, growing anaerobically by using sulfate as electron acceptor and lactate or pyruvate as electron donor. They could be related to the genus Desulfovibrio. In addition, the recorded temperature of water samples was between 12 and 33C and a significant relationship between the number of SRB and the water temperatures was not found. 相似文献
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I. A. Papazoglou O. N. Aneziris J. G. Post B. J. M. Ale 《Journal of Loss Prevention in the Process Industries》2002,15(6):545-554
This paper presents the technical model of an Integrated Quantitative Risk Assessment method, taking into account management as well as technical design and producing risk level measures. The basic steps of the technical model consist in developing a Master Logic Diagram (MLD) delineating the major immediate causes of Loss of Containment and associated quantitative models for assessing their frequency. Appropriate management models quantify the parameters of the technical model on the basis of the safety management system of the installation. The methodology is exemplified through its application on the risk assessment of a LPG scrubbing tower of an oil refinery. A detailed technical model simulating the response of the system to various initiating events is developed, along with a detailed model simulating the influence of the plant-specific management and organizational practices. The overall effect is quantified through the frequency of release of LPG as a result of a Loss of Containment in scrubbing towers of the refinery. 相似文献
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Zhaleh Hedayat Bert Belmans M. Hossein Ayatollahi Ine Wouters Filip Descamps 《International Journal of Green Energy》2017,14(7):650-655
When designing energy efficient buildings it is useful to study existing climate—responsive building typologies. The wind towers or wind-catchers of Yazd city in Iran are typical examples of such a typology. Although many previous studies have investigated the performance of various types of wind catcher systems, studies based on a long-term real-life measurement can be rarely found. In this study a long-term whole year monitoring campaign on an existing full scale four sided wind catcher in Yazd was carried out in 2014–2015. Three prevailing wind directions were identified and the measured on-site wind speeds were used to estimate the wind induced natural ventilation potential of the tower. A shaft/tower airflow performance index was developed. The monitoring results were compared to the ASHRAE Standard 62:2001 ventilation rate requirement. Results show that the total ventilation rate of the wind tower surpasses the ASHRAE Standard requirements. Furthermore it shows that the shafts are exposed to the prevailing wind directions perform better. For more effective natural ventilation a wind tower with adaptable openings/shafts are proposed. 相似文献
89.
多棱插接式钢管塔具有制作安装方便、占地面积小等独特优势,正在得到越来越多的应用。但这种结构属于风敏感结构,风振特性是设计必须考虑的关键因素。钢管塔结构为空间薄壁壳体结构,其结构分析设计尤其是风振反应分析和风振控制与传统的杆系塔架结构有很大的不同。在静动力分析的基础上,提出利用钢球减振器对钢管塔进行风振控制,基于状态空间描述法模拟了钢管塔受控前后的位移时程反应,时域与频域分析结果表明该减振装置可以使结构的阻尼增加3~5倍,结构的风振反应可减小30%。本文的研究为钢管塔结构的合理设计提供了基础,有助于其在我国的推广应用,同时为行业规范和高耸结构设计规范的修订提供必要的理论基础。 相似文献
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