井下作业清洁生产工艺技术应用

推行井下作业清洁生产势在必行。文章根据目前油田企业推行清洁生产中的实际情况,对井下作业各种施工中落地原油、污水和各种废液产生的原因、方式进行了分析,针对性地研制了接油漏斗、U型污水回流管、分离式汽化水放喷罐等配套新技术、新工艺。应用这些新技术、新工艺在处理井下作业施工造成的环境污染中取得了很好的效果,实现了清洁生产的目标。     

The Role of Climate and Human Influences in the Dry‐Up of the Jinci Springs,China1

Abstract: One of the largest karst springs in North China, the Jinci Springs, dried up and has remained dry since 1994. We develop a correlation analysis with time‐lag and a regression analysis with time‐lag to study the relation between spring flow and precipitation. This allows us to obtain a better understanding of karst hydrological processes by differentiating the contribution of variation in precipitation from anthropogenic impacts on the dry‐up of Jinci Springs. We divided the karstic hydrological processes into two phases: pre‐1961 and post‐1961. In the first phase (i.e., 1954‐1960) the groundwater recharge was affected by precipitation alone, and in the second phase (i.e., 1961‐1994) the groundwater recharge was influenced by both precipitation and human activities. Using precipitation and groundwater recharge data in the first phase, we set up a groundwater recharge model with time‐lags. By running the time‐lags model, we acquired the groundwater recharge likely to occur under the sole effect of precipitation in the second phase. Using a water‐balance calculation, we conclude that the groundwater recharge exhibited statistical stationarity, and the Jinci Springs dry‐up was the result of anthropogenic activities. At least three specific types of anthropogenic activities contributed to the drying‐up of Jinci Springs: (1) groundwater pumping accounts for 51%, (2) the dewatering from coal mining accounts for 33%, (3) and dam‐building 14%. The drying‐up of Jinci Springs meant that the groundwater drained from the aquifer’s fractures, and subsequently changed the structure of the karst aquifer. Although groundwater exploitation has been reduced, the flow at Jinci Springs has not reoccurred.     

Spatial distribution of arsenic in the intertidal sediments of River Scheldt, Belgium

A study was carried out to assess the spatial distribution of arsenic in the intertidal sediments of the River Scheldt in Belgium. Sediment samples were collected from different locations along the River Scheldt up to 100 cm depth and analysed for the major physicochemical properties. The study reveals that the arsenic contents in the sediment samples vary in a wide range, from 2.3 to 140.2 mg kg(-1) dry weight. Moreover, the arsenic concentrations are generally below the background concentrations and remediation thresholds of arsenic in Flanders, Belgium. The occurrence of arsenic is found closely related to some physicochemical properties of the sediments. Arsenic has a strong positive correlation with organic matter and clay contents. On the contrary, a negative correlation exists between arsenic, sand and pH. It is recommended to develop and use organic matter control practices for lowering further accumulation of arsenic within the sediments.     

A~2/O工艺重新启动试验的污泥活性恢复研究

以处理实际城市污水的小试规模A2/O工艺为研究对象,在处理工艺稳定运行的基础上关停装置60 d,进行了"饥饿"期内不同关停模式下系统重新启动后污泥活性恢复的研究.结果表明,循环模式、厌氧模式和微曝模式3种不同关停模式下,系统重启第4天,污泥硝化性能及反硝化性能基本恢复甚至超过关停前水平,而脱碳性能和除磷性能的恢复速度则较缓慢,重新启动后系统呈现较好的反硝化除磷能力;重启第12天后3种关停模式出水水质良好,基本满足<城镇污水处理厂污染物排放标准>(GB 18918-2002)一级B标准.不同关停模式下,系统污泥活性恢复速率及出水水质对比显示,污水处理厂故障检修期间将搅拌、曝气等动力设备完全关闭的厌氧模式下系统污泥活性恢复较快,而且能耗最低.     

高效铁系除臭剂净化制药污泥带滤间恶臭的工程应用研究

在实验室条件下考察了自制高效铁系除臭剂的吸附性能,确定出了最佳工艺条件。将该除臭剂应用于制药厂污水处理污泥带滤间的恶臭气体净化,设计了废气处理量为11 000 m³/h的吸附净化系统。工程实际运行效果良好,H₂S去除率可达97％以上。结果表明：该除臭剂对于处理含硫恶臭气体具有良好的实际应用价值,工业应用前景广阔。     

高铁酸钠溶液处理焦化废水影响因素研究

采用电化学合成的高铁酸钠溶液直接对焦化废水进行处理,考察了pH值、高铁投加量和作用时间对废水中污染物去除率的影响。结果表明,获得最佳去除效果的适宜pH值为9,废水中各种污染物的脱除率随着高铁投加量的增大而升高;当作用时间为50 min、高铁投加量为41.67 mmol/L时,废水中酚的脱除率可达到74.2%。研究还发现,处理过程中用硫酸调节适宜pH值同时可促进(NH₄)₂SO₄晶体的析出,既有利于氨氮的去除,又实现了氨氮的回收利用。     

渭河上游一次致洪暴雨过程诊断分析

应用天气学原理和方法,对1996年7月26～28日甘肃东部（渭河上游）暴雨过程的天气形势和物理量场的详细分析,结果表明,这次致洪暴雨的发生与低层能量的积累、700hPa低涡切变和低空急流的形成有直接关系。     

基于复模态法的风电塔架体系地震反应分析

以往对风电塔架研究大多采用刚性地基的假定,忽略土—结构的动力相互作用。然而风电塔架在实际地震时,由于地基的柔性和无限性,使得按刚性地基假定计算出来的结构动力特性和动力反应与将地基和结构作为一个整体计算出来的结果有较大差别。因此,考虑土—结构相互动力作用(SSI)的风电塔架地震响应分析研究十分必要。以华能阜新风力发电塔架为例,基于复模态法分析考虑土—结构相互作用风电塔架地震响应,首先建立土—风电塔架体系计算模型,采用Novak模型对伐板的复刚度、复阻尼计算,然后建立土—风电塔架相互作用体系的地震反应方程,采用复模态分析方法对结构地震反应求解,可供风电塔架抗震设计参考。