三峡库区消落带农用坡地氮素流失特征及其环境效应

三峡库区消落带坡地的自发农用较为常见,消落带的这种利用方式可能加剧养分流失并对库区水环境造成影响.通过对库区2011～2013年3个落干期消落带农用坡地的地表径流、壤中流中氮素形态与浓度进行定位监测,研究消落带农用坡地氮素流失特征及其环境效应.结果表明:常规施肥下,消落带农用坡地侵蚀模数为1 443 kg/(hm2·a),落干期内坡地平均径流量为230 mm,径流系数为0.58,其中壤中流流量占总径流量的77％.历次降雨产流事件中常规施肥处理时,地表径流、壤中流中TN平均浓度分别是4.85±0.85、20.73±2.05 mg/L,落干期地表径流(泥沙)和壤中流的TN流失量分别为6.63± 1.19、35.22±3.38 kg/hm2,分别占当季施肥量的2.2％、11.7％.可见,随壤中流流失是三峡库区消落带农用坡地氮素流失的主要途径.与常规施肥处理相比,减量施肥处理使地表径流(泥沙)、壤中流TN流失通量分别显著降低了25％、48％,表明减少氮肥用量可以显著降低消落带农用带来的环境风险,建议消落带农用地氮肥进行减量施肥,使其既不影响作物产量,也显著降低氮流失.     

慢速渗滤土地处理设计参数的研究

由于慢速渗滤土地处理系统对污水中的有机污染物有较高的去除能力,且城市污水的有机污染物浓度远低于系统的处理负荷量,故系统的设计参数受污水中氮浓度控制.试验表明,BOD_5负荷率高达3.57g/m~2·d仍不会影响系统的工艺性能,但氮负荷率一般不应超过0.6—0.7g/m~2·d.由氮极限值确定的水力负荷率为3—6m/a.在规定的负荷率下,投配水深采用<7cm,4—5天投配一次污水的投配频率是适宜的.     

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％。     

铁路油罐车充装过程火灾爆炸危险性分析

铁路油罐车在成品油充装过程中,由于油品本身的易燃易爆特性以及静电等危险因素的作用,极易发生火灾爆炸事故. 通过对静电等危险因素产生的过程及原因进行分析,阐述了在充装工艺过程中,防止静电等危险有害因素产生的控制方法,并提出了在铁路油罐车成品油充装过程中,防止火灾爆炸事故发生的技术对策措施.     

AVGWLF‐Based Estimation of Nonpoint Source Nitrogen Loads Generated Within Long Island Sound Subwatersheds1

Abstract: The Generalized Watershed Loading Functions (GWLF) model and its ArcView interface (AVGWLF) were used to estimate and examine the components of the total nitrogen (TN) nonpoint source (NPS) load generated within New York and Connecticut (CT) watersheds surrounding Long Island Sound (LIS, the Sound). The majority of data used as model inputs were generally available from online sources, and the work involved an overall calibration to streamflow and TN data in accordance with generic guidelines recommended in the GWLF manual. The GWLF model performance for three calibration and two validation watersheds in CT was compared with results of a detailed model, Hydrological Simulation Program in Fortran, developed in a previous study. The results of the application illustrate the usefulness of the relatively simpler, less parameter‐intensive GWLF model in performing exploratory loading analysis in preparation for adaptive nutrient management in the LIS watersheds. The presented methodology is valuable for identification of priority watersheds for NPS pollution reduction and also for planning‐level evaluation of best management practices to achieve the desired reductions. It is estimated that ground‐water base flow may be the largest pathway for NPS TN to the Sound, contributing about 54% of the total NPS TN load, a finding with significant implications for LIS total maximum daily load reduction scenarios. In addition to ground water, septic systems are estimated to contribute about 17% of the total load, with the remaining TN load being mostly runoff from urban (17%), agricultural (5%), and low impact (e.g., forest) areas (6%).     

砂泥岩地基大直径灌注桩竖向承载力试验研究

以某电厂桩基础为工程依托,进行了两试桩竖向静载荷试验,探讨了砂泥岩地基大直径灌注桩的荷载传递机理和竖向承载特性。试验结果表明,砂泥岩地基大直径灌注桩在极限荷载作用达到稳定的情况下,荷载由桩侧阻力与桩端阻力共同承担,但表现出很强的摩擦桩特征,桩侧阻力的发挥取决于桩土相对位移,对于不同的土层,桩侧摩阻力达到极限时所对应的桩土之间相对位移不尽相同。针对试验结果,根据上部结构对基础沉降的要求,以桩顶沉降量来控制桩的竖向承载力,并提出了简化的计算公式,该公式考虑了桩土相对位移对桩侧阻力发挥的影响。     

AnSBBR applied to the treatment of wastewater from a personal care industry: Effect of organic load and fill time

The objective of this work was to study the technological feasibility of treating wastewater from a personal care industry (PCI-WW) in a mechanically stirred anaerobic sequencing batch biofilm reactor (AnSBBR) containing immobilized biomass on polyurethane foam. An assessment was made on how system efficiency and stability would be affected by: increasing organic load; supplementation of nutrients and alkalinity; and different feed strategies. The AnSBBR operated with 8-h cycles, stirring speed of 400 rpm, temperature of 30 °C, and treated with 2.0 L wastewater per cycle. First the efficiency and stability of the AnSBBR were studied when submitted to an organic loading rate (OLR) of 3.1–9.4 gCOD/(L d), and when the PCI-WW was supplemented with nutrients (sucrose, urea, trace metals) and alkalinity. The AnSBBR was shown to be robust and presented stability and removal efficiency exceeding 90%. At an OLR of 12.0 gCOD/(L d) efficiency became difficult to maintain due to the presence of commercial cleansers and disinfectants in the wastewater lots. In a subsequent stage the AnSBBR treated the wastewater supplemented with alkalinity, but with no nutrients at varying feed strategies and maintaining an OLR of approximately 9.0 gCOD/(L d). The first strategy consists of feeding 2.0 L of the influent batchwise [OLR of 9.4 gCOD/(L d)]. In the second 1.0 L of influent was fed-batchwise and an additional 1.0 L was fed fed-batchwise [OLR of 9.2 gCOD/(L d)], i.e., in relation to the first strategy the feed volume was maintained but supplied in different periods. In the third strategy 1.0 L of treated effluent was maintained in the reactor and 1.0 L of influent was fed fed-batchwise [OLR of 9.0 gCOD/(L d)], i.e., in relation to the first strategy the feed volume was different but the feed period was the same and the OLR was maintained by increasing the influent concentration. Comparison of the first and second strategies revealed that organic matter removal efficiency was unaffected (exceeding 90%). The third strategy resulted in a reduction in average removal efficiency from 91 to 83% when compared to the first one. A kinetic study resulted in first order kinetic parameters ranges from 0.42 to 1.46 h⁻¹ at OLRs from 3.1 to 12.0 gCOD/(L d), respectively, and the second feed strategy [OLR of 9.2 gCOD/(L d)] was shown to be the most favorable.     

Varying Stable Nitrogen Isotope Ratios of Different Coastal Marsh Plants and Their Relationships with Wastewater Nitrogen and Land Use in New England, USA

The stable nitrogen isotope ratios of some biota have been used as indicators of sources of anthropogenic nitrogen. In this study the relationships of the stable nitrogen isotope ratios of marsh plants, Iva frutescens (L.), Phragmites australis (Cav.) Trin ex Steud, Spartina patens (Ait.) Muhl, Spartina alterniflora Loisel, Ulva lactuca (L.), and Enteromorpha intestinalis (L.) with wastewater nitrogen and land development in New England are described. Five of the six plant species (all but U. lactuca) showed significant relationships of increasing δ ¹⁵N values with increasing wastewater nitrogen. There was a significant (P < 0.0001) downward shift in the δ ¹⁵N of S. patens (6.0 ± 0.48‰) which is mycorrhizal compared with S. alterniflora (8.5 ± 0.41‰). The downward shift in δ ¹⁵N may be caused by the assimilation of fixed nitrogen in the roots of S. patens. P. australis within sites had wide ranges of δ ¹⁵N values, evidently influenced by the type of shoreline development or buffer at the upland border. In residential areas, the presence of a vegetated buffer (n = 24 locations) significantly (P < 0.001) reduced the δ ¹⁵N (mean = 7.4 ± 0.43‰) of the P. australis compared to stands where there was no buffer (mean = 10.9 ± 1.0‰; n = 15). Among the plant species, I. frutescens located near the upland border showed the most significant (R ² = 0.64; P = 0.006) inverse relationship with the percent agricultural land in the watershed. The δ ¹⁵N of P. australis and I. frustescens is apparently an indicator of local inputs near the upland border, while the δ ¹⁵N of Spartina relates with the integrated, watershed-sea nitrogen inputs.     

不同填埋结构渗滤液回流对填埋场渗滤液水质的影响

通过分析不同填埋结构下渗滤液回灌对填埋垃圾产生的渗滤液水质的影响,进一步验证"生物反应器"的原理,为今后垃圾填埋场合理选择填埋方式及渗滤液回灌的开展提供相应参数。     

非稳态条件下生物滴滤塔净化甲苯废气的实验

在接近于工业应用的非稳定条件下,以陶粒为填料,恶臭假单胞菌为单一菌源,甲苯为目标污染物,对生物滴滤塔的抗负荷冲击与抗饥饿能力进行研究。结果表明,停留时间及进气污染负荷的瞬间变化不会造成滤塔处理性能明显下降,仅为7%左右,12h内基本恢复,最大去除能力为136.49g/(m3.h);碳源与氮源的突然中断以及短期的闲置,对滤塔处理性能的影响均较小;填料层中水分的含量是影响滤塔处理性能的一个重要因素。