油泥（砂）处理技术研究

对油泥(砂)进行处理实验,确定采用破乳脱稳—离心分离—固化处理工艺。分离出的原油可以回用;处理后的水质达到了SY/T5329-94《碎屑岩油藏注水水质推荐指标及分析方法》回注要求;固化物浸出液的分析结果符合国家GB5085.3-2007《危险废物鉴别标准浸出毒性鉴别》、GB5085.1-2007《危险废物鉴别标准腐蚀性鉴别》和GB8978-1996《污水综合排放标准》一级标准。实验结果表明:该工艺在处理油田油泥(砂)方面具有可行性和实用性。     

官地水电站竹子坝砂石加工系统生产废水处理

官地水电站竹子坝砂石生产系统生产废水处理采用“细砂回收＋絮凝沉淀＋清水回用＋泥浆（石粉）脱水”的分级处理与循环利用工艺和陶瓷过滤机作为生产废水中石粉终端脱水设备,在系统运行过程中,根据监测成果进行分析和改进,不仅解决了大坝碾压混凝土石粉需求,同时解决了砂石加工系统生产废水处理难题,使处理成本大幅降低,值得类似工程和Ⅱ类及以上水域功能的建设项目借鉴。     

Zero-valent iron and iron oxide-coated sand as a combination for removal of co-present chromate and arsenate from groundwater with humic acid

The combination of zero-valent iron (Fe⁰) and iron oxide-coated sand (IOCS) was used to remove Cr(VI) and As(V) from groundwater in this study. The efficiency and the removal mechanism of Cr(VI) and As(V) by using this combination, with the influence of humic acid (HA), were investigated using batch experiments. Results showed that, compared to using Fe⁰ or IOCS alone, the Fe⁰-IOCS can perform better on the removal of both Cr(VI) and As(V). Metal extraction studies showed that As(V) was mainly removed by IOCS and iron corrosion products while Cr(VI) was mainly removed by Fe⁰ and its corrosion products. Competition was found between Cr(VI) and As(V) for the adsorption sites on the iron corrosion products. HA had shown insignificant effects on Cr(VI) removal but some effects on As(V) removal kinetics. As(V) was adsorbed on IOCS at the earlier stage, but adsorbed/coprecipitated with the iron corrosion products at the later stage.     

饱和砂土地震液化后地面大位移特性研究

地震引起的地基液化常会造成地基大的侧向变形而导致灾难性的破坏,饱水砂土液化后的变形特性是地震液化大位移研究的基础。通过全自动多功能三轴仪的空心样动加载液化后的静扭剪试验,对饱水砂土液化后大变形特性进行了试验研究。结果表明,与常规静加载特性不同,饱水砂土液化后静加载时表现出单调剪胀的特性,加载初始阶段孔压基本不变,应变达到一定幅度后孔压一直减小,液化后变形曲线可分为低强度段和强度恢复段。低强度段模量近乎为零,强度恢复段试样强度不断增长。低强度段是液化后大变形发生的主要阶段。     

中置曝气生物活性炭工艺中的微絮凝

利用新型炭滤-砂滤工艺对南方湿热地区微污染源水进行中试规模的微絮凝实验研究。结果表明,接触絮凝时间为2~5 min时,投加1.0 mg/L的PAC微絮凝效果最好。运行稳定后,砂滤器出水浊度≤0.1 NTU,对COD Mn的去除效果有一定改善,微型水生生物的种类和数量也较炭滤器有大幅度下降,其中双层砂滤的效果优于单层粗砂,但其水头损失增长较快。通过微絮凝,砂滤器对炭滤器反冲洗后初滤水能有较好处理效果,可有效简化运行工艺。同时可保证滤后水中铝含量满足《生活饮用水卫生标准》的要求。     

The persistence of insecticidal chemicals in soils treated with granular formulations of disulfoton and their uptake by potato plants

Abstract

Potatoes were grown from cut seed in Plainfield sand treated in‐furrow with disulfoton (Di‐Syston 15G, 3.36 kg Al/ha) in 1983 and from whole seed in similarly treated loam in 1991. Soils were contained in 2 m² field plots. Soil, seed potato and foliage were analyzed for the insecticide and its sulfoxide and sulfone metabolites during the 8–12 wk following planting. Disulfoton disappeared at different rates from the two soils (k_sand=0.024 day^‐1, k_loam=0.056 day^‐1) with partial conversion to the sulfoxide and sulfone in both. Larger quantities of the three insecticidal components were absorbed by the seed potato in the cut‐seed/sand combination. The relative amounts of these components in the seed potato also differed between treatments with disulfoton being the largest component of the cut‐seed/sand and smallest in the whole‐seed/loam. Disulfoton sulfoxide and sulfone were the major insecticidal components of the foliage and concentrations in the initial foliage (each ca. 10 ppm) were similar for both treatments. Sulfoxide concentrations in the foliage decreased more rapidly than the sulfone and the decrease in concentration of each of the components was similar for the two treatments.     

天然锰砂去除水中的砷

天然锰砂是一种廉价、高效的水处理用材料,但尚未用于水中砷的去除。实验研究了反应时间、砷形态、初始砷浓度、温度、溶液初始pH对吸附过程的影响。结果表明,天然锰砂对As(Ⅲ)的吸附能力大于As(Ⅴ)。25℃时,固液比为10 g/L的条件下,天然锰砂对初始浓度为5.0 mg/L的砷溶液吸附过程经72 h基本达到平衡,平衡时对As(Ⅲ)和As(Ⅴ)的去除率分别达到94.5%和85.9%。吸附过程符合Lagergren准一级反应动力学模型和假二级反应动力学模型。相比之下,假二级动力学模型拟合程度更高。对As(Ⅲ)和As(Ⅴ),45℃时的吸附量均大于25℃时。不同温度下,天然锰砂对As(Ⅲ)和As(Ⅴ)的吸附过程更符合Freundlich等温吸附模型。在溶液初始pH为3～10范围内,锰砂对砷的吸附能力受pH的影响较小。实验结果表明,天然锰砂是一种具有实际应用潜力的除砷材料。     

Dissipation of terbuthylazine,metolachlor, and mesotrione in soils with contrasting texture

ABSTRACT

This study evaluates the dissipation of terbuthylazine, metolachlor, and mesotrione at different depths in soils with contrasting texture. The field trial was conducted at the Padua University Experimental Farm, north-east Italy. The persistence of three herbicides was studied in three different soil textures (clay soil, sandy soil, and loamy soil) at two depths (0–5 and 5–15 cm). Soil organic carbon content was highest in the clay (1.10%) followed by loam (0.67%) and sandy soil (0.24%); the pH of soils was sub-alkaline. Terbuthylazine, metolachlor, and mesotrione were applied on maize as a formulated product (Lumax®) at a dose of 3.5 L ha^?1. Their dissipation in the treated plots was followed for 2 months after application. The concentrations of herbicides were analyzed by liquid chromatography-mass spectrometry. The dissipation of terbuthylazine, metolachlor, and mesotrione could be described by a pseudo first-order kinetics. Terbuthylazine showed the highest DT50, followed by metolachlor and mesotrione. Considering the tested soil, the highest DT50 value was found in clay soil for terbuthylazine and metolachlor, whereas for mesotrione there was no difference among soils. Significant differences were found between the two soil depths for terbuthylazine and metolachlor, whereas none were found for mesotrione. These results suggest that soil texture and depth have a strong influence on the dissipation of terbuthylazine and metolachlor, whereas no influence was observed on mesotrione because of its chemical and physical properties.     

连续流砂过滤器深度处理市政污水的中试研究

采用好氧/缺氧连续流砂过滤器中试实验研究深度处理北京某污水处理厂二级出水。实验结果表明,当连续流砂过滤器好氧段聚合氯化铝投量为20 mg/L,缺氧段碳源投量为32 mg/L时,COD、NH+4-N、TN和TP的平均去除率分别为34.77%、86.54%、66.94%和84.10%,最终出水均达到北京市新(改、扩)建城镇污水处理厂排放A标准(DB11/890-2012)。克隆文库法分析石英砂表面生物膜中的细菌群落结构表明,其优势菌群为β-proteobacteria,其中大部分能以废水中碳源为电子供体还原硝酸盐。     

二维水流泥沙模型在采砂吹填作业环评中的应用

应用基于有限体积法及黎曼近似解的二维水流泥沙模型,在无结构网格上对偏微分方程进行有限体积的积分离散,以苏州港太仓港区庵弄村岸线调整工程为例,预测采砂吹填作业产生的悬砂对长江水体的水环境影响。结果表明,采砂产生的悬砂影响范围较大,但集中在江段中间,对水厂取水口有一定影响。若采取静置等措施,可将吹填作业悬砂产生的水环境影响控制在较小的范围之内。二维泥沙模型对采砂吹填作业施工可能引起水体污染的范围和程度的预测为该类项目环境影响评价的审批提供了科学依据。