水平搅拌下低高径比SBR中好氧活性污泥的颗粒化

在设有水平机械搅拌、高径比（H/D）为1.2的圆柱形鼓风曝气SBR中,考察了活性污泥的颗粒化情况,对成熟颗粒污泥表面所受水力剪切速率进行了定量研究,分析了水平搅拌在颗粒化过程中的作用.结果表明：有水平搅拌存在下污泥逐渐颗粒化,形成了均值粒径为1.12mm的好氧颗粒污泥,污泥沉降速度为21.41m/h;计算结果表明污泥表面所受的平均剪切速率为27.25s^-1,剪切应力为3.38×10^-2N/m²;污泥表面所受平均剪切速率与机械搅拌速率和表观气速均呈正相关关系;实验条件下机械搅拌对剪切速率的贡献要远大于表观气速的贡献,前者指数约为后者的37.48倍.研究认为水平搅拌在反应器中形成的具有足够剪切强度的旋涡二次流是促使低高径比反应器好氧污泥颗粒化的关键水力条件.     

You want me to do what? Two daily diary studies of illegitimate tasks and employee well‐being

Illegitimate tasks, a recently introduced occupational stressor, are tasks that violate norms about what an employee can reasonably be expected to do. Because they are considered a threat to one's professional identity, we expected that the daily experience of illegitimate tasks would be linked to a drop in self‐esteem and to impaired well‐being. We report results of two daily diary studies, one in which 57 Swiss employees were assessed twice/day and one in which 90 Americans were assessed three times/day. Both studies showed that illegitimate tasks were associated with lowered state self‐esteem. Study 1 demonstrated that high trait self‐esteem mitigated that relationship. Study 2 showed that illegitimate tasks were associated with not only lowered state self‐esteem but also lower job satisfaction and higher anger and depressive mood, but not anger or job satisfaction remained elevated until the following morning. Copyright © 2015 John Wiley & Sons, Ltd.     

Using self‐determination theory to understand the relationship between calling enactment and daily well‐being

This paper contributes to the calling literature by using self‐determination theory—a theory that makes distinctions between different types of motivation—in order to gain a better understanding of how enacting a calling may relate both positively and negatively to well‐being. We use a daily diary method novel to the calling field and a sample with a distinctive calling, Church of England clergy. We expect daily calling enactment to relate positively to daily well‐being via more autonomous forms of motivation (intrinsic and identified motivation) and negatively via less autonomous forms (introjected motivation). Furthermore, we consider how the relationship between calling enactment and motivation may be moderated by perceived competence. The hypotheses were tested using multi‐level structural equation modeling. There was strong support for calling enactment relating positively to well‐being, and this relationship was fully mediated by intrinsic and identified motivation; the hypothesized negative pathway, from calling enactment, to introjected motivation, to well‐being, was not supported. However, perceived competence was found to moderate some of the relationships between calling and the motivation types, where calling enactment is linked to lower introjected motivation at high levels of competence. Copyright © 2015 John Wiley & Sons, Ltd.     

杭州市空气微生物群落碳代谢特征研究

利用Biolog技术,研究了杭州市4个样点,即延安路商业街(Yan’an Road Business Street,YRBS)、天目山路与教工路口(Tianmushan Jiaogong Cross Road,TJCR)、浙江工商大学教工路校区(Zhejiang Gongshang University Jiaogong Campus,ZJGUSJC)、西湖曲院风荷(Breeze-ruffled Lotus at Quyuan Garden,BLQG)空气微生物群落碳代谢特征.结果表明,不同样点空气微生物样品平均颜色变化率(Average Well Color Development,AWCD)在培养240 h后达到稳定,并且4个样点的AWCD值即对单一碳源的利用能力具有显著差异,YRBS>TJCR≈ZJGSUJC>BLQG;YRBS、TJCR、ZJGSUJC和BLQG空气中微生物物种的多样性和丰富度依次减少;不同样点空气微生物对糖类和氨基酸类碳源利用程度较高,对其它碳源利用程度较低,且同一样点对不同单一碳源的利用程度也存在显著差异,YRBS对糖类碳源的利用程度最高,对聚合物类碳源利用程度最低,BLQG对糖类碳源的利用程度最高,对胺类碳源利用程度最低;不同样点空气微生物群落碳代谢基质主成分1(PC1)贡献度为43.8%,主成分2(PC2)贡献度23.4%,YRBS、BLQG和TJCR的空气微生物群落差异较大,碳代谢功能差异显著,而TJCR与ZJGSUJC碳代谢功能无显著差异.     

水稻种植对黑土微生物生物量和碳源代谢功能的影响

采用磷脂脂肪酸方法和Biolog-ECO微平板检测法,以吉林省长春市双阳区农业技术推广站实验区的土壤为对象,研究了水稻种植对黑土微生物生态结构和功能的影响.结果表明空地中有机质含量最高,其次为田间土,根际土中有机质含量最低;在夏季的样品中有机质含量最高,土壤中全氮的变化趋势与土壤有机质比较相似.土壤微生物群落功能多样性指数则表现为夏季显著高于秋季和春季,春、秋两季差异不明显,冬季最低,空地中微生物群落的Shannon-Wiener指数和Pielou均匀度指数高于田间和根际.全部样品微生物生长步入稳定期时间和碳源的颜色平均变化率变化范围不同,时间分别为216、192、216、120 h,范围分别为0.52~0.84、0.82~1.28、0.40~0.84、0.05~0.48,表明春秋季微生物步入稳定期和对碳源的代谢量比较相似,夏季最大,冬季最小.研究结果为科学评价典型水稻种植黑土区土壤生境质量退化与恢复过程中微生物特征的变化提供参考.     

DEEP WELL DISPOSAL OF SECONDARY EFFLUENT IN DADE COUNTY,FLORIDA1

ABSTRACT: Data were obtained from drilling and testing of a test injection well for deep underground injection of waste water effluent from the proposed 50-million-gallon-per-day (mgd) South District Regional Wastewater Treatment Plant of the Miami-Dade Water and Sewer Authority, Dade County, Florida. The drilling operation progressed in stages, each stage coverting the strata to be sealed off by the 48-inch, 40-inch, 30-inch, and 20-inch casings, respectively. Total depth of the well is 3,200 feet. The top of the saline, cavernous, dolomitic Boulder Zone was found at 2,790 feet below the surface and is separated from the Floridan aquifer above by approximately 1,100 feet of confining limestone layers. These confining layers were determined, by packer testing, to be very effective. The transmissivity of the Boulder Zone was estimated to be 14 × 10⁶ gallons per day per foot (gpd/ft) from the data obtained from pump out tests. An 8,000-gallon-per-minute (gpm) injection test was conducted to confirm well performance under operating conditions. Based on all of the data obtained, it was concluded that underground injection into the Boulder Zone of secondary waste water effluent from the proposed treatment plant is feasible, both hydraulically and environmentally. A monitoring system was proposed to provide a record of the effects of injection on the subsurface environment.     

RESEARCH INTO THE EFFECTS OF ARTIFICIAL GROUNDWATER RECHARGE,LEA VALLEY,LONDON ENGLAND1

ABSTRACT: Large-scale groundwater abstraction from the Cretaceous Chalk/Lower Tertiary Basal Sands aquifer system of the London Basin in the last 150 years has developed storage of more than 1000 Mm³. Limited operational recharge was undertaken in the 1950's encouraging further detailed study of the wider possibilities. Following a comprehensive hydrogeological reappraisal, an economic and engineering study and pilot-scale experiments, the Lea Valley has been shown to have the greatest potential for recharge. Artificial recharge into the Chalk at a rate of 9000 m³/d appears possible, through acidised 900 mm diameter boreholes. An understanding of the degree of interconnection between the Chalk and Basal Sands and of the causes of changes in quality of recharged water during storage was shown to be of particular importance to the successful operation of any recharge scheme using this system. A two-layer numerical groundwater model of the 800 km² area and a surface/groundwater simulation model have been used to assist with the design of the 84,000 m³/d prototype scheme, and will also help in assessing its efficiency. The models will ultimately be used to manage the operation of the first stage development, now coming into use.     

CASING AND LEAK DEPTHS,AND SOLUTE TRAVEL TIMES TO WELLS1

ABSTRACT: A mathematical solution based on porous media flow is developed for solute travel time to a well as affected by a leak around the upper part of the casing. Consider a well of radius 0.2 meters (m) penetrating, fully, a semiconfined aquifer of thickness 6 m with impermeable casing length of 4.5 m, and screened casing length 1.5 m. Around the upper 1.5 m of the impermeable casing length, there is a highly permeable region (a leak). The radius of influence of the well is 10 m. The porous flow medium has a hydraulic conductivity of 10 m/day and a porosity of 0.25. Between the water table and the water level in the well, there is a steady state pumped down head difference of 0.3 m. Solute travel time from a point at the bottom of the leak to the well is 2.33 days. If the leak is sealed (grouted), the travel time is 6.24 days. Examples of six different geometries are given. Laboratory studies verify the theory. The computations should be useful in the design and protection of water wells from solutes, such as from agriculture, industry, strip mines, or sanitary landfills.     

NONSTEADY FLOW TO A WELL WITH TIME DEPENDENT DRAWDOWN1

Confined flow toward a single well of finite radius in an extensive aquifer of uniform transmissibility is studied under the assumption of time-dependent drawdown. Three particular cases are considered: (a) linear drawdown (including constant drawdown); (b) exponential drawdown; (c) periodic (sinusoidal) drawdown. The differential equation governing unsteady axial symmetric flow toward a single well in a confined aquifer is solved for the three different situations by the use of the Laplace transform method. The resulting expressions are integrated by adapting a modified Gemant scheme. General computer programs have been developed and operated for several combinations of characteristics. The results are plotted to show the effect of time dependent drawdown on the variation of the well discharge and the piezometric head distribution.     

巢湖14~#井水位微动态异常研究

应用微动态异常频次、Ｍ２波振幅比等方法,对巢湖１４＃井水位１９８７～１９９７年进行了全过程的分析研究。研究结果表明：在华东几次中强震前,该井水位的微动态异常频次在地震前３～４个月有明显增高的异常显示,而水位Ｍ２波振幅比在地震前也存在３～４个月的下降异常。由此可以认为该井有可能成为华东及东部沿海５级以上地震的灵敏井点之一,而且在地震的短期预测方面可能会提供有益的异常信息。