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891.
Interannual variation in the number of cases of human disease caused by hantaviruses in North America has been hypothesized to reflect environmental changes that influence rodent reservoir populations. This hypothesis postulates that when cases are rare reservoir populations are geographically restricted in patches of suitable habitat. Identifying these sites, which is needed to test the hypothesis, has proven to be a challenge. Satellite imagery of the U.S. Southwest has shown associations among the likelihood of human hantaviral disease and increases in the rodent populations, as well as increased prevalence of Sin Nombre virus (SNV) in rodent populations. In this study we characterize local areas that had environmental signatures that persisted as predicted highest risk sites for human disease through much of the 1990s. These areas represent a small percentage (0.3%) of the region. Exploratory analyses indicate that these areas were not randomly distributed, but were associated with certain landscape characteristics. Characteristics of elevation, slope, aspect, and land cover were associated with persistent high risk. Using multivariate Poisson regression to control for confounding effects, sites with deciduous- or mixed-forest land cover on moderate to steep slopes (>5 degrees) above 2130 m elevation were associated with increasing numbers of years at highest risk. These are candidate locations for refugia. Sites associated with cleared ground or shrubland were less often associated with high risk compared to reference conditions. The seasonal patterns of vegetation growth in persistently high-risk areas were compared to matched locations using MODIS (moderate resolution imaging spectroradiometer) NDVI (normalized difference vegetation index) during a time of a severe drought in the region from 2002 to 2004. Despite the drought and regardless of land cover, the NDVI in persistently highest risk areas had an early onset, with significantly higher levels of green vegetation that lasted longer than at comparable sites. These observations identify locations that can be monitored for the abundance of P. maniculatus and presence of SNV. If these sites are refugia, we predict they will be occupied by infected deer mice when other monitored sites are unoccupied.  相似文献   
892.
Surface sediments throughout Montego Bay, Jamaica were collected in 1995 and analyzed for their trace metal and trace organic contaminant content. A variety of trace metals, petroleum hydrocarbons, polycyclic aromatic hydrocarbons, coprostanol as well as chlorinated hydrocarbons such as pesticides and polychlorinated biphenyls were detected and provide evidence for several anthropogenic inputs to the bay. Two main sources of these chemicals are the Montego River and the North Gully, the latter being more significant. Particle-associated pollutants were found to be distributed along the Montego River plume, as well as being transported by the prevailing water currents to the South-Western sections of the bay, probably through re-suspension of enriched fine sediments from the North Gully outfall area.  相似文献   
893.
城市生活垃圾问题研究的系统动力学方法   总被引:5,自引:0,他引:5  
利用被称为战略与策略实验室的系统动力学方法,建立了城市生活垃圾问题的系统动力学研究模型;以北京市为实例,探讨了垃圾排放及污染随人口和经济发展的变化,以及污染和占地损失、绿色GDP核算、居民家庭、企事业单位生活垃圾与建筑垃圾组合收费方案等问题.  相似文献   
894.
探讨了电解法预处理医药废水时停留时间、电解电压、废水初始浓度、温度和废水pH值等影响因子对去除色度、COD和提高废水可生化性等处理效果的影响,并考察了其应用于工业实际废水处理的可行性.实验结果表明:电解法更适合高浓度医药废水的处理,色度的去除率可达到90%以上;电解时间宜控制在40~60 min;电解电压越高,废水COD和色度去除效果越好;在实验温度范围内,温度对色度和COD去除率的影响不大;废水pH值为7.5时电解效果最佳,工程运用宜控制在6~9之间.  相似文献   
895.
Cai Z  Laughlin RJ  Stevens RJ 《Chemosphere》2001,42(2):113-121
In a laboratory study, soil amended with and without wheat straw (2.8 g kg(-1) soil) was incubated under 70% water holding capacity (WHC), continuously flooded and flooded/drained cycle conditions at 30 degrees C for 51 days. Dinitrogen and N2O evolution and ammonia volatilisation were measured during the incubation. Extractable NH4+-N and NO3--N were determined at the end of the incubation. Entrapped N2, N2O, and dissolved NH4+-N and NO3--N in drainage water were measured in the flooded/drained cycle treatment when the floodwater was drained. The results indicated that N loss through ammonia volatilisation was undetected in all treatments due to the low soil pH value (pHH2O= 5.87) and no air movement. The recovery of urea-15N as N2 was lowest in the continuously flooded treatments (0.75% and 0.96% with and without straw amendment, respectively), highest in the 70% WHC treatments (5.65% and 4.41%, respectively), and intermediate in the flooded/drained cycle treatments (1.79% and 2.65%, respectively). The recovery of urea-15N as N2O was in the same order as that of N2, negligible in the continuously flooded treatments, 0.01% and 0.07% in the flooded/drained cycle treatments, and 1.29% and 2.23% in the 70% WHC treatments, respectively. Peak N2O evolution rates were observed after the floodwater was drained but no substantial evolution was found after the soil was reflooded following drained periods. However, peak N2 evolution rates were observed after the onset of both drainage and re-flooding. Considerable quantities of N2 but no detectable N2O were entrapped in the flooded soil.  相似文献   
896.
对黄孢原毛平革菌孢子悬浮液进行了紫外诱变,并将筛选出的优势菌ZWYB1与未经诱变的菌作对比实验,结果表明:诱变筛选得到的ZWYB1不仅可缩短对染料的脱色时间,提高对杂环类染料蕃红花红及高浓度染料400 mg/L的孔雀石绿的脱色效果,而且诱变后的菌种具有一定的脱色能力稳定性.  相似文献   
897.
旋风静电除尘器流场分布测试研究   总被引:2,自引:0,他引:2  
利用五孔探针系统对直筒式旋风静电除尘器模型的三维流场进行了测定与分析。结果表明:随着入口风速、供电电压增加,旋风静电除尘器内气流的切向和径向速度分别增加,各截面轴向速度沿半径的分布基本相似;与旋风除尘器相比,旋风静电除尘器内气流的切向速度和径向速度的变化更为平缓,入口风速为8.5m/s时,在0.3~0.5倍简体直径时,切向速度达最大。  相似文献   
898.
对黄孢原毛平革菌孢子悬浮液进行了紫外诱变,并将筛选出的优势菌ZWYB1与未经诱变的菌作对比实验,结果表明:诱变筛选得到的ZWYB1不仅可缩短对染料的脱色时间,提高对杂环类染料蕃红花红及高浓度染料400mg/L的孔雀石绿的脱色效果,而且诱变后的菌种具有一定的脱色能力稳定性。  相似文献   
899.
用生物测定方法测定了土壤中绿磺隆残留量,建立了绿磺隆浓度(Y)与玉米根长(X)之间的相关模式:Y=30.562-36.38InX+14.828(InX) ̄2+2.043(InX) ̄3.此模式适用于土壤中0.1~4.0μg/kg浓度范围的绿磺隆残留量测定,最低检出量为0.1μg/kg。  相似文献   
900.
通过对装有不同填料的2个厌氧移动床生物膜反应器(R1和R2)的有机负荷、COD去除率、沼气产量及其组成、出水挥发性有机酸(VFA)和出水pH值的对比,得出在填料充填率相同、进水COD和进水pH相似的情况下,填料比表面积是影响厌氧移动床生物膜反应器运行效果的主要因素.R1中填料的比表面积为528 m2/m3,R2中填料比表面积为211m2/m3.在整个运行阶段,填料比表面较大的R1反应器的运行结果较好.试验结束时,R1与R2的有机负荷比为1.61,而R1与R2填料上的污泥量之比为4.42.  相似文献   
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