石家庄大气污染物输送通道及污染源区研究

为探索石家庄的区域输送规律,确定主要污染源区,利用HYSPLIT(Hybrid Single Particle Lagrangian Integrater Trajectory)后向轨迹模式和NCEP的GDAS全球气象要素数据,对2013—2016年从不同高度上抵达石家庄地区的逐日72 h气流后向轨迹进行聚类分析,并结合石家庄逐小时颗粒物污染物浓度数据,分析石家庄PM2.5的潜在源贡献因子(WPSCF)和浓度权重轨迹(WCWT).结果表明,(1)石家庄PM2.5浓度具有明显单峰谷日变化,秋冬季与春夏季峰谷值出现时间不同;(2)近地层大气污染输送路径以近距离,移速慢的轨迹为主,轨迹较短的路径所占比例在40%以上.除夏季外,近距离输送路径均存在螺旋转向,在后向48~36 h内轨迹端点到达河北省内,转为东向和南向输送.(3)大气污染输送通道的垂直分布特征表明,输送轨迹中低于500 m高度的轨迹点占28.7%,高于1000 m低于3000 m高度的轨迹点占36.1%,高于3000 m高度的轨迹点占25.3%.低层多以近距离输送为主,高度越高,近距离输送轨迹的频率越低.500 m高度输送通道仍以近距离输送为主,并存在螺旋转向,1500 m高度以上多远距离输送.(4)石家庄PM2.5的主要污染源区范围较小.途径河北中南部、河南北部、山东西部和山西中北部地区的轨迹对石家庄PM2.5的污染贡献最大.     

济南市泉城公园生态环境需水量初步研究

以生态优先原则、兼容性原则、最大值原则和水质为重点的原则,采用生态环境需水量计算法中的直接计算法、功能法及换水周期法,从林地生态需水量、草地生态需水量、人工河湖蒸发需水量、人工河湖净化需水量、生物栖息地需水量、人工河湖渗漏需水量、景观与娱乐需水量和公园内设施用水等八个方面,对济南市泉城公园的生态环境需水量进行了初步研究。结果表明,在2005年气候条件下,济南泉城公园的生态环境需水量大约为1．0467×10^6m^3。在此基础上对提高泉城公园水资源利用价值及节约用水等方面提出了建议。     

哈尔滨松北滩涂湿地功能探析

湿地被誉为“地球之肾”。长期以来,它的价值不为人们所知晓。松花江北岸滩涂湿地生态系统,既保持着独立的自然属性,又与城市融为一体,是我国大城市中最大的城市湿地。本文通过调查分析,探析松北滩涂湿地的功能,使人们看清它的价值,保护湿地。     

Particle properties in granular activated carbon filter during drinking water treatment

The elemental composition and bacteria attached in particles were investigated during granular activated carbon (GAC) filtration.The experimental results showed that trapped influent particles could form new,larger particles on GAC surface.The sloughing of individuals off GAC surface caused an increase in effluent particles in the size range from 5 to 25 μm.The selectivity for element removal in GAC filters caused an increasing proportion of metallic elements in the effluent particles.The distribution of molar ratio indicated a complicated composition for large particles,involving organic and inorganic substances.The organic proportion accounted for 40% of total carbon attached to the particles.Compared with dissolved carbon,there was potential for the formation of trihalomethanes by organic carbon attached to particles,especially for those with size larger than 10 μm.The pure carbon energy spectrum was found only in the GAC effluent and the size distribution of carbon fines was mainly above 10 μm.The larger carbon fines provided more space for bacterial colonization and stronger protection for attached bacteria against disinfection.The residual attached bacteria after chorine disinfection was increased to 10 2-10 3 CFU/mL within 24 hours at 25°C.     

氯对模拟管壁生物膜的氧化特性研究

以载片上培养的大肠杆菌生物膜为对象,研究了氯对模拟管壁生物膜中大肠杆菌的灭活效果,同时考察氯氧化生物膜后水中生物可同化有机碳(AOC)、生物可利用磷(MAP)和细菌生长潜能(BRP)的变化情况.结果表明,氯可以有效灭活悬浮态的大肠杆菌,而对生物膜中的大肠杆菌的灭活效率远低于悬浮菌;在相同CT值下,较高浓度的氯对悬浮态和生物膜中大肠杆菌的灭活效果要高于低浓度的氯.氯对生物膜的氧化作用会使生物膜中物质溶出,增加了水中AOC和MAP浓度,如当氯的浓度为1.0 mg/Ｌ(CT值为100 mg·min/L)时,水中AOC由20.78 μg/L增加到120.17 μg/L,MAP含量由0.11 μg/L增加到0.17 μg/L;氯的氧化作用会增加水的细菌生长潜能（BRP）,BRP随着CT值的增加而增加,如当氯投量为1.0 mg/Ｌ(CT值为100　mg·min/L)时,BRP可达到1.10×10⁷ CFU/mL.     

盘锦市湿地资源利用与恢复生态功能探讨

分析了盘锦市湿地由于不合理的开发利用,导致生态功能受损状况;为防止湿地资源的过度开发,保护湿地生态系统的结构、物种、功能效应,使湿地资源永续利用,提出了具有可操作性的恢复措施。     

基于微观模拟的企业排污强度差异及区域特征

同一工业行业内的企业存在排污强度个体差异,从数量有限的企业环境统计数据得出行业平均排污强度,并用其代表该行业在区域层面的经济-环境水平,会带来一定偏差.因此以嵌入环境消耗投入的生产函数为基础,建立了企业运营决策的微观模拟模型,从机制上描述企业排污强度的差异.以2005年德阳市机械制造行业为案例,对模型的相关参数进行了率定,使其较好地描述了2005年环境统计口径内各企业的COD排放强度.模型的计算结果表明,由环境统计口径内企业计算的区域平均COD排放强度(万元固定资产排放0.002 6 t,万元工业产值排放0.001 5 t)小于由区域内全部企业计算的区域平均COD排放强度(万元固定资产排放0.003 0 t,万元工业产值排放0.002 3 t),市域内6个县级行政区的排污强度也体现出了明显差异.以上的排污强度区域特征主要源自行业内部结构(企业的规模分布,技术分布),及其空间差异.     

某型固体继电器储存性能退化规律研究

选用某型固体继电器在A、B、c、D等4地开展了为期131个月的库房储存试验,跟踪测试了其性能参数。应用F-检验和T-检验对其性能参数的测试数据进行了分析研究,结果表明储存131个月后,输入电流和输出接通电阻在4地有显著性的变化。通过研究4地试验样品性能参数的退化量,结果表明所有性能参数中输出接通电阻的退化量最大;4地相比,C地试验样品的输出接通电阻的退化量是最大的,A地试验样品的输出接通电阻的退化量是最小的。因此,A地最适合该型固体继电器的储存。     

基于神经网络的闸阀模糊可靠度计算

为提高闸阀可靠度计算准确性,将模糊准则引入闸阀可靠性设计,将闸阀应力与阀体通径、内压之间隐式关系显式化,并基于神经网络构建地震工况下闸阀数学模型;利用蒙特卡洛法,计算闸阀在常规方法下的可靠度;利用正态型隶属函数描述闸阀强度的模糊性,计算闸阀在考虑模糊强度时的可靠度;对比强度的模糊性对可靠度计算结果的影响,分析不同隶属函数下的闸阀模糊可靠度。与传统随机可靠度计算方法相比,该方法对不确定性描述更合理,理论上对可靠度的计算更加准确。     

Yield and Water Productivity of Winter Wheat under Various Irrigation Capacities

The Agricultural Production Systems sIMulator model validated in a prior study for winter wheat was used to simulate yield, aboveground crop biomass (BM), transpiration (T), and evapotranspiration under four irrigation capacities (ICs) (0, 1.7, 2.5, and 5 mm/day) with two nitrogen (N) application rates (N1, 94 kg N/ha; N2, 160 kg N/ha) to (1) understand the performance of winter wheat under different ICs and (2) develop crop water production function under various ICs and N rates. Evaluation was based on yield, aboveground crop BM, transpiration productivity (TP), crop water productivity (WP), and irrigation WP (IWP). Simulation results showed winter wheat yield increased with increase in N application rate and IC. However, the rate of yield increase gradually reduced with additional irrigation beyond 2.5 mm/day. A 5 mm/day IC required a total of 190 mm irrigation and produced a 5%–16% yield advantage over 2.5 mm/day. This indicates it is possible to reduce groundwater use for wheat by 50% incurring only 5%–16% yield loss relative to 5 mm/day. The TP and IWP for grain were slightly higher under IC of 1.7 mm/day (15.2–16.1 kg/ha/mm and 0.98–1.6 kg/m³) when compared to 5 mm/day (14.7–15.5 kg/ha/mm and 0.6–1.06 kg/m³), respectively. Since TP and IWPs are relatively higher under lower ICs, winter wheat could be a suitable crop under lower ICs in the region. Relationship between yield–T and yield–ET was linear with a slope of 15–16 and 9.5–10 kg/ha/mm, respectively. Editor's note : This paper is part of the featured series on Optimizing Ogallala Aquifer Water Use to Sustain Food Systems. See the February 2019 issue for the introduction and background to the series.