水力负荷对生物陶粒反应器运行的影响

不力负荷较低是影响生物陶粒反应器在实际中运用推广的重要因素之一。本实验研究了不同水力负荷条件下生物陶粒反应器对进水中有机物,氨氮及其它污染物的去除效果。结果表明,不同水力负荷对生物陶粒反应器处理效果没有影响,对ＯＣ,氨氮,ＵＶ２５４,色度和浊度去除率分别为２０％,９０％,３０％,３８％,７６％。     

长江上游河流输沙量时间序列跃变现象研究

长江上游来水来沙条件是三峡工程泥沙问题研究的重要基础。长江上游流域面积约100万km2,产输沙条件复杂。根据有序聚类分析法、里和海哈林法和费希尔最优分割法,对长江上游干流和主要支流控制站输沙量时间序列的跃变现象进行了研究。在显著水平005下,长江上游在径流量变化不大的情况下,河流输沙量在1991年后出现了明显减小的质变过程,干流寸滩站 1991～2005年年均输沙量为313亿t,较 1953～1990年均值减小了32%,特别是2001年后输沙量减小更为显著,2002～2005年仅为211亿t。水库拦沙、水土保持工程减沙等人类活动是导致长江上游输沙量时间序列出现跃变现象的主要原因,1991～2005年与1990年前相比,人类活动新增减沙量为1187亿t/a,占三峡入库总减沙量的75%,且随着三峡上游一系列大型水利枢纽的建成和生态环境的持续改善,三峡水库在相当长时间内会保持较少的来沙量。研究成果可为三峡工程入库泥沙代表系列的选取提供依据。     

高水力负荷下垂直流人工湿地净化景观水的研究

目前人工湿地普遍占地面积较大,使其在景观水处理中的应用受到限制,针对这一问题,构建实验水池模拟人工湖,构建高效垂直流人工湿地,对其在高水力负荷下净化劣Ⅴ类富营养化池水进行了研究.结果表明,湿地系统在1.64 m3/(m2·d)和3.28 m3/(m2·d)的高水力负荷下净化池水均取得了良好效果,水力负荷提高到5.74 m3/(m2·d),湿地出现了一定程度的堵塞,净化效果相对较差.本实验系统净化池水的最佳水力负荷为3.28 m3/(m2·d),该水力条件下系统对浊度、CODCr、NH 4-N、TP的平均去除率分别为64.9%、41.0%、24.7%、58.5%.     

ESTIMATING STREAMFLOW AND ASSOCIATED HYDRAULIC GEOMETRY,THE MID‐ATLANTIC REGION,USA1

ABSTRACT: Methods to estimate streamflow and channel hydraulic geometry were developed for unpaged streams in the Mid‐Atlantic Region. Observed mean annual streamflow and associated hydraulic geometry data from 75 gaging stations in the Appalachian Plateau, the Ridge and Valley, and the Piedmont Physiographic Provinces of the Mid‐Atlantic Region were used to develop a set of power functions that relate streamflow to drainage area and hydraulic geometry to streamflow. For all three physiographic provinces, drainage area explained 95 to 98 percent of the variance in mean annual streamflow. Relationships between mean annual streamflow and water surface width and mean flow depth had coefficients of determination that ranged from R²= 0.55 to R²= 0.91, but the coefficient of determination between mean flow velocity and mean annual streamflow was lower (R²= 0.44 to R²= 0.54). The advantages of using the regional regression models to estimate streamflow over a conceptual model or a water balance model are its ease of application and reduced input data needs. The prediction of the regression equations were tested with data collected as part of the U.S. Environmental Protection Agency (USEPA) Environmental Monitoring and Assessment Program (EMAP). In addition, equations to transfer streamflow from gaged to ungaged streams are presented.     

UTILIZING INDUCED RECHARGE FOR REGIONAL AQUIFER MANAGEMENT1

ABSTRACT: The deep aquifers of the Portland Basin are used as a regional water supply by at least six municipalities in Oregon and Washington. Maximum continuous use of the aquifers in 1998 was 13 mgd and peak emergency use was 55 mgd. Continuous use of the deep aquifers at a rate of 55 mgd has been proposed and inchoate water rights have been reserved for expansion of pumping to 121 mgd. A study was completed, using a calibrated ground water flow model, to evaluate the role of induced recharge from the Columbia River in mitigating aquifer drawdown from continuous‐use and expanded pumping scenarios in the center and eastern areas of the basin. The absolute average residual was less than 3.6 feet for steady‐state model calibrations, and less than 8.0 feet for transient calibration to a 42 mgd pumping event in 1987 with 170 feet of drawdown. Continuous use of the aquifers at a rate of 55 mgd is predicted to increase drawdown to 210 feet. Expansion of pumping to 121 mgd in the center basin is predicted to cause 400 feet of drawdown. However, expansion of pumping in the east basin is predicted to result in only 220 feet of drawdown because of induced recharge from the Columbia River.     

Municipal sludge as landfill barrier material

The aim of this research is to find substitute barrier materials for natural clay from two kinds of municipal sludge: waterworks sludge( Sw ) and dredging sludge( Sd ). Laboratory tests were performed firstly to determine their Atterberg limits and hydraulic conductivity.Based on the results, the use of waterworks sludge was recommended. Then, shear strength tests were performed and it was found the shear resistance property of waterworks sludge is strong enough to maintain slope stability. In order to evaluate the possibility of secondary pollution, the heavy metal contents of waterworks sludge was determined and the results indicated that secondary pollution is unlikely happened. Finally, economic analysis proves that reusing waterworks sludge as barrier will reduce the lost a great for both landfill and waterworks. Based on the results, waterworks sludge was proposed to use and a further long-term simulated landfill test was suggested.     

城市生活垃圾渗透系数测试研究

采用常水头测渗实验,对不同压实密度和水力梯度下的新鲜垃圾与陈垃圾的渗透系数进行测试,根据达西定律求得渗透系数值。由于垃圾的不均匀性、小颗粒的运动和大孔隙沟道流的形成和改变,实验初始阶段渗透系数值先增大至峰值,然后缓慢降低直至趋于稳定。实验稳定后,新鲜垃圾压实密度为0.75~0.95 t/m3时,渗透系数值约为1.26E-03~1.43E-03 cm/s。陈垃圾在压实密度分别为1.2和1.4 t/m3时,渗透系数为8.29E-04和1.35E-04 cm/s。     

Fracking the Debate: Frame Shifts and Boundary Work in Dutch Decision Making on Shale Gas

The meaning of hydraulic fracturing for shale gas is contested worldwide: is it an energy game changer, a transition fuel, or a technology that poses severe environmental problems? In the Netherlands, a policy controversy developed in which fracturing was reframed from ‘business as usual’ to a potential environmental risk. This article theoretically and empirically describes this shift by arguing that the technology of hydraulic fracturing for shale gas is a boundary object that created a sphere of engagement for all sorts of actors. In this sphere, they negotiated a common but soft meaning of this technology. These negotiations consisted of frame contests. As part of those contests, the discursive strategies of framing and boundary work enabled opponents to create uncertainty about economic benefits and environmental impact. The shift in meaning transformed the issue from an economic one with standard governmental rules and regulations into a planning issue that needs more precaution.     

ABR-MBR工艺处理生活污水实现短程硝化

采用ABR-MBR耦合工艺对MBR反应器中实现短程硝化的运行控制条件进行了研究,并为后续研究系统的反硝化除磷性能打下基础.ABR-MBR耦合工艺在不同条件下的运行研究结果表明,在ABR反应器的水力停留时间(hydraulic retention time,HRT)6 h,污泥回流比100%,硝化液回流比300%,温度30℃±2℃的条件下,通过控制好氧区溶解氧浓度(DO从0.5~1.0 mg·L~(-1)降为0.3~0.7 mg·L~(-1))以及改变MBR反应器有效容积以控制其HRT,最终在MBR反应器HRT从3 h逐步延长至5 h时短程硝化遭到破坏,亚硝酸盐积累率(nitrite accumulation rate,NAR)从60%急剧下降至15%.短程硝化影响因素的分析表明:pH值、游离氨(free ammonia,FA)和游离亚硝酸(free nitrous acid,FNA)对本试验实现短程硝化无显著影响,维持低DO浓度(0.3~0.7 mg·L~(-1))并逐步缩短HRT是本试验实现短程硝化的关键控制因素,温度和污泥停留时间(sludge retention time,SRT)可作为辅助因素与之共同调控.短程硝化期间,系统获得了高效且稳定的COD和NH_4~+-N去除效果,平均出水浓度分别低于50 mg·L~(-1)和2 mg·L~(-1),去除率均在90%以上,TN平均去除率高达72%.     

反应堆压力容器主螺栓水压试验拉伸量调整力学分析评价

目的针对某核电站反应堆压力容器主螺栓残余拉伸量与设计要求(1.63±0.03) mm有出入,个别测试数据不在设计要求范围内的情况,对出厂水压试验工况拉伸量验收值进行调整。方法考虑上述拉伸量偏差对螺栓载荷的影响,从应力、疲劳和密封角度展开系统分析,对螺栓、螺纹、连接法兰及反应堆压力容器密封性能分别进行详细的力学评价。结果根据评价结果,对出厂水压试验工况拉伸量验收值进行两次调整,最终确定为(1.68±0.03) mm。结论该机组反应堆压力容器出厂水压试验各项指标满足要求,针对上述拉伸量调整的力学评价合理性得到有效验证。