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131.
Seasonal variation on size distribution and concentration of PAHs in Guangzhou city, China 总被引:6,自引:0,他引:6
Size distribution aerosol samples were collected at an urban location of Guangzhou in four seasons of 2003-2004 by a MOUDI (Micro-orifice Uniform Deposit Impactor). The particle loading (PM10: 80-397 microg m(-3)) was comparable with some other Asia cities; however, much higher than that of Western Europe and North America. Polycyclic aromatic hydrocarbons (PAHs) were measured by gas chromatography with mass selective detector (GC-MS). Seasonal effects on the size distribution of PAHs are presented. Bimode (accumulation and coarse mode) and unimode (accumulation mode) distributions were observed for low-molecule-weight and high-molecule-weight PAHs. A slight shift to larger particles was found for the accumulation mode in autumn and winter, compared with that of spring and summer. One explanation is that the longer aging process of PAHs in autumn and winter would result in volatilization from finer particles followed by condensation onto coarser particles. Another is there was mixing process of local emission with long-range transported aerosol in autumn and winter. The relative higher value of IcdP/(BghiP+IcdP) and lower value of BghiP/BeP in winter also give evidences to the mixing process. The level of PAHs concentration has been much elevated in recent years. This can be attributed to the fast growth of motor vehicle and energy consumption. 相似文献
132.
BP神经网络在降水酸度预测中的应用 总被引:5,自引:0,他引:5
本文利用南昌市城市大气中SO2、NOX、TSP等浓度数据及降尘数据建立了BP神经网络的降雨酸度预测模型,结果表明:BP神经网络的预测模型不仅能较好地反映致酸因素与降水酸度的相互关系,而且预测精度也高于多元回归等模型。 相似文献
133.
水库温室气体排放及其影响因素 总被引:18,自引:14,他引:4
水库是温室气体的一个重要排放源.探讨水库温室气体排放及其影响因素有利于精确估算水库温室气体排放量、减少水利工程与水电开发过程中水库温室气体排放.本文阐述r水库中温室气体的产生机制.总结了水库温室气体的3个排放途径:水库自然排放、水轮机和溢洪道、大坝下游河流,从水库特征、气候、水体pH值、水库中植被状况等角度深入探讨了水库温室气体排放的影响因素.最后,重点分析了水库温室气体排放的空间异质性以及研究结果不确定性的产生根源,并对今后的研究重点进行了展望. 相似文献
134.
以重庆黑石子垃圾填埋场渗滤液生物接触氧化工艺为依托,针对其处理效果的局限性,设计了强化预处理-生物接触氧化反应器,并进行生物接触氧化反应器试验及其有机物降解动力学模型研究,旨在优化运行参数,提高渗滤液处理效果.结果表明,改进后系统比原工艺处理效果好,COD、NH4 -N、TN平均去除率分别达到95.83%、97.60%、85.60%;出水水质得到大幅度提高,出水COD、NH4 -N、TN平均质量浓度分别为235、35、199 mg/L.对生物接触氧化反应器内垃圾渗滤液有机物降解生化反应过程进行量化研究,得到微生物生长动力学模型为1/θc=0.918 7q-0.002 5;根据生物接触氧化反应器内基质消耗过程的物料平衡,得到生物接触氧化反应器处理垃圾渗滤液有机物生物降解的动力学模型为q=1.09S/(10 230 S).试验结果为生物接触氧化反应器的优化控制、设计与放大提供了参考依据. 相似文献
135.
Yacov Y Haimes James H. Lambert Duan Li 《Journal of the American Water Resources Association》1992,28(1):201-209
ABSTRACT: This paper summarizes advances made in risk-based decisionmaking in water resources through use of the partitioned multiobjective risk method (PMRM). (Risk is a measure of the probability and severity of adverse effects.) In the PMRM, the risk of extreme events is differentiated from risk involving less extreme damage severity and is evaluated within a multiobjective framework. Study of the extreme-event risk function f4(*) has addressed the following issues: methods for calculating f4(*); the sensitivity of f4(*) to various parameters, particularly to the partitioning point of the extreme-event range and the selection of probability density functions; insight provided by the statistics of extremes; and the impact of f4(*) on risk management, for example, in the application of the PMRM to water resources problems. In particular, this paper shares with the reader recent research results on the PMRM, the relationship between the statistics of extremes and the conditional expected value, derived formulas for f4(*), distribution-free estimates of f4(*), documented case studies in dam safety, and future research directions. 相似文献
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An on-site wastewater treatment project with two separate drip fields was operated for 6 years and received no maintenance. The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and received wastewater with an average 5-day biochemical oxygen demand concentration of 23 mg/L. Flowrates of the PC emitters reduced from rated average of 3.50 to 1.00 L/h, and the average flowrate of the NPC emitters reduced from 2.00 to 1.53 L/h. The statistical uniformities were 48 and 71%, and the uniformity coefficients were 70 and 86% for PC and NPC emitters, respectively. Significant, but incomplete, recovery was achieved with field-flushing and consecutive shock-chlorination treatments of 500 and 1000 mg/L. 相似文献