京蒙沙源区水库大气氮沉降变化特征及源解析

以京蒙沙源区大河口水库为研究对象,于2017年1月~12月对水库周围布设的12个大气沉降监测站点收集样品144个,测定大气干、湿沉降物中TN浓度,计算大气总氮干、湿沉降通量,分析大气TN干、湿沉降污染特征及季节性变化特征.另选取水库周边不同典型地块,布设14个采样点采集样品76个,测定土壤δ¹⁵N-TN含量水平,解析水库大气氮沉降主要来源,并借助HYSPLIT4气团后向轨迹模型分析各季节不同类型气团输移营养盐对大河口水库的影响.结果表明：水库全年大气TN干沉降通量变化范围为122.44~425.64kg/（km²·month）,平均值为200.83kg/（km²·month）;湿沉降通量变化范围1.23~188.89kg/（km²·month）,平均值为66.33kg/（km²·month）.大气总氮年沉降通量为3205.9kg/（km²·a）,约为全国氮沉降平均水平（790kg/（km²·a））的4.06倍.从沉降类型上来看,大气沉降主要以干沉降为主,占沉降总量的75.17%,湿沉降占总沉降通量的24.83%.大气氮干沉降通量表现为春、秋季节明显高于夏、冬季节,湿沉降通量春、夏季明显高于秋、冬季节的季节性变化规律.通过对典型地块δ¹⁵N-TN同位素数据分析,表明夏季有71.4%的大气沉降样品来源于不可分辨的混合源输入,春、秋、冬季大河口水库超过45%的样品来源于沙地,另一大污染源为研究区周围的耕地.运用HYSPLIT4后向轨迹模型证明,从蒙古国入境的气团对研究区污染物大气输移影响较大,冬季采暖期间的大气污染和春季频繁发生的沙尘暴是造成北方沙区水体春季水环境变差的因素之一.     

渤海某油田注水井筛管失效测试及原因分析

目的 对注水井防砂筛管失效进行原因分析,解决注水井防砂问题。方法 针对渤海某油田注水井的防砂筛管失效问题,打捞失效筛管,并对破损区取样,通过损伤部位宏观和微观形貌、关键区域EDS能谱成分测量及室内模拟测试与计算分析等手段,综合分析各部位的损伤特征及规律。结果 宏观和微观形貌分析结果表明,损伤区域呈现明显的冲蚀损坏特征,测试与计算结果得出损伤速率为1.299 mm/a,寿命预测约为0.35 a(4.2个月),与现场实际比较吻合。结论 地层砂在筛管外堆积,造成筛管堵塞,形成高压差,高速注入水冲击筛管外的堆积砂,形成含砂流体在筛管外表面附近区域的紊流,对筛管局部反向冲击形成含砂流体冲刷腐蚀,从而造成局部冲蚀破坏穿孔。为有效解决冲蚀损伤问题,建议后续采取砾石充填防砂方式。     

Research on distribution performance of desert sand for heat storage in downcomer

In this research, desert sand is used as the sensible heat storage medium, which exchanges heat with air in the downcomer to realize heat storage and heat release. The desert sand distribution uniformity has a significant impact on the heat exchange performance and efficiency between desert sand and air for the process of convection in the downcomer. Given the superiority of sensible heat storage in convective heat transfer between desert sand and air, distributors with cylinder or conical bore solid particles and homogeneity performance testing device are designed and manufactured on the basis of convection system equipped with solid particle–air downcomer. Then, the convection experiment between solid sand and air is researched. The greater the desert sand flow rate and higher the volume density, the larger the variance of regional mass flow rate and the worse the homogeneity performance. For the cylinder bore distributor, the smaller the sand particle size is, the greater affected the sand groups can be. The sand homogeneity performance is preferable with the two particle size ranges: 0.18-0.25 mm and 0.15-0.18 mm. The total sand flow rate decreases, but the uniformity improves with the increase of the air flow velocity, and the best distribution performance is achieved at an air velocity of 0.6 m/s. However, the distribution performance declines with the air flow velocity persistently increasing because the sand groups are pushed to one pipe side close to the wall. The sand groups deflect seriously with the air flow velocity increasing.     

饮用原水中微量NH_3-N的生物膜脱除

针对NH3-N浓度为1mg.l-1的饮用原水,分别以硅锰砂石和聚胺脂海绵作为硝化生物膜载体,考察了自制固定床生物膜反应器的脱氨效果.30d的连续运行结果表明,砂石载体系统达到95%—100%的NH3-N去除率,出水NH3-N浓度接近0,出水NO2--N浓度在0—0.02mg.l-1之间;而海绵载体系统虽然挂膜快,但运行阶段NH3-N去除率仅为10%—35%,出水NH3-N不能达标,且具有生物可降解性,反硝化过程优先导致NO2--N的积累.进一步考察了硅锰砂石生物膜系统稳定运行的最优参数,得出试验条件下,水力停留时间为6min,气水比为1:1,反冲洗周期为6d.硅锰砂石因其良好的孔隙率、粒径分布和密度等物理特性,以及化学稳定性和生物安全性,是含低浓度NH3-N原水生物膜净化的良好载体选择.     

腐殖酸对As(V)在覆铁砂介质中吸附行为的影响

对腐殖酸(HA)进行了成分分析及红外表征,并从HA浓度、pH值、As(Ⅴ)初始浓度等方面,研究了HA对As(Ⅴ)在覆铁砂介质中吸附行为的影响.结果表明,随着HA浓度的升高,总砷去除率逐渐降低.当HA浓度增加到25mg.l-1时,与不存在HA条件下相比,总砷去除率降低了12%左右.溶液pH值影响As(Ⅴ)的去除,pH值从6升高到8时,总砷去除率从52.1%降到了39%.其中的作用机理主要是HA与As(Ⅴ)在覆铁砂表面形成竞争吸附,HA争夺了As(Ⅴ)的吸附点位.此外,HA与Fe(Ⅲ)的络合作用也是导致覆铁砂对砷的去除率降低的一个重要原因.     

六价铬在具有渗透性反应墙的渗流槽中迁移实验研究

地下水中六价铬的污染修复是目前地下水污染修复研究的热点课题之一。以室内模拟为基础,进行了六价铬[Cr（Ⅵ）]随水流迁移的渗流槽实验,以及利用课题组研发的新型壳聚糖材料填充渗透性反应墙（PRB）,进行六价铬吸附试验研究。结果表明：在重金属迁移实验中,地下水的流速是影响Cr（Ⅵ）在含水层中迁移的主要因素,含水层介质的变化都会对Cr（Ⅵ）的迁移发生重要的影响。实验过程中,从进水口到出水口各个取样点依次出现Cr（Ⅵ）的质量浓度峰值,并且随着时间的延长,质量浓度峰值没有减少的趋势,证明了Cr（Ⅵ）在含水介质中基本上没有吸附。Cr（Ⅵ）的质量浓度峰值在含水介质中的持续时间不长,由于弥散作用造成了在相当长的时间内的较明显的拖尾现象。模拟渗透性反应墙的实验中,在同样的流速条件下,Cr（Ⅵ）的质量浓度峰值的出现时间相对先前的实验有明显滞后,并且质量浓度也有明显的减少,说明新型壳聚糖材料对Cr（Ⅵ）有较高的吸附作用,再达到质量浓度的峰值后,墙体后面的采样口中Cr（Ⅵ）的质量浓度减少的更为平缓,说明随着水流的流动,吸附在壳聚糖材料上的Cr（Ⅵ）有缓慢的析出。     

滤速对慢滤池深度处理生活污水的影响

为进一步提高再生水水质,将慢滤池用于污水二级处理出水的进一步处理。选取浊度、COD、色度和细菌总数4个指标,利用实验室小试装置,研究了0.1、0.3、0.5m/h这3种滤速下慢滤池的性能。结果表明,滤速由0.1m/h升高至0.3m/h时,慢滤池出水水质略有下降。而滤速由0.3m/h升高至0.5m/h时,慢滤池出水水质下降显著。滤速小于等于0.3m/h时,慢滤出水浊度、COD、色度和细菌总数平均为0.4NTU、25.9mg/L、14.9°、5×10^3CFU/mL。慢滤对这4个指标的平均去除率分别为78.6%、36.0%、34.0%、62.3%。为获得优良的水质,建议慢滤池用于污水深度处理时,滤速宜小于0.3m/h。但实际工程中,用户对再生水水质要求不高时,则可适当增大慢滤池滤速。     

The economic impact of the invasion of Acacia saligna in Israel

This paper illustrates the use of alternative, non-market valuation methods to estimate the economic value of ecological damage caused by the invasive plant Acacia saligna. We discuss the motivation to perform an economic valuation for bio-invasion in general and then examine the costs and benefits of conservation management programmes that reduce the risk of A. saligna invasion at the Nizzanim Long-Term Ecosystem Research (LTER) nature reserve in Israel. The study found that the annual mean willingness to pay (WTP) for containment or eradication of A. saligna was US$8.41 and US$8.83, respectively. The value placed on conserving the nature reserve was then compared to the cost of containment or eradication of the species, enabling a standard economic benefit–cost analysis. The result of this analysis showed that, using the most conservative method of valuation of the nature reserve, eradication of A. saligna gave a net benefit.     

Study on static and dynamic strength characteristics of tailings silty sand and its engineering application

Through high pressure oedometer-undrained triaxial tests and dynamic triaxial tests, researches were conducted on the static and dynamic strength characteristics of the tailings silty sand of No. 4 tailings reservoir in De-xing copper mine. The Mohr-stress circles of the tailings silty sand under all the testing confining pressure show that the single line failure envelope cannot represent the strength characteristics absolutely, the double line failure envelope can express the strength properties when confining pressures are less than 1400 kPa, and the parabolic failure envelope can reflect the strength characteristics well under all the testing confining pressures. The grading curve of the tailings silty sand indicates that the grain composition is relatively homogeneous. Thus, the tailings silty sand is susceptible to liquefy under the dynamic loading. Dynamic triaxial tests of the tailings silty sand show that the tailings silty sand in deep areas has more liquefaction resistance strengths than in shallow. The possible explanation is that the structure of the deep tailings silty sand is more stable than the shallow one. The tests also reveal that the liquefaction resistance increases with the dry density when it is in the range of 1.51-1.61. The results can be used to guide the construction and ensure the safety of No. 4 tailings dam or other high tailings dams.