新型化粪池处理生活污水启动阶段的实验

在常温的条件下,用厌氧折流板反应器(ABR)化粪池、YDT填料化粪池和传统三格式化粪池处理生活污水,进行了对照实验研究。实验结果表明,在温度为14～29℃,HRT为36 h时,反应器运行85 d后,对以上3个反应器进出水中CODtot、CODdis、氨氮、总氮、总磷进行测定,在水温24℃稳定阶段,ABR化粪池和YDT填料化粪池CODtot去除率比传统化粪池分别提高30.5%和9.2%;在水温16℃稳定阶段时,该值分别提高10.9%和9.0%。总氮和氨氮去除率在5%～30%之间,稳定运行后总磷去除率为5%左右。通过测定3个反应器最后一格中厌氧污泥的比产甲烷速率,结果表明,ABR化粪池的厌氧污泥产甲烷的活性最好。此研究对传统化粪池的改造提出经济而行之有效办法,新型化粪池强化了化粪池出水的生化性和对污染物的去除,进而为化粪池的取舍和改造提供技术的参考依据。     

The ‘climatism’ cartel: why climate change deniers oppose market-based mitigation policy

Mainstream policy responses seek to utilize market mechanisms in an effort to minimize costs for major emitters of greenhouse gases. Presumably, this should win over some climate change deniers who align themselves with think tanks promoting free markets and economic growth. Yet, climate change deniers and free-market activists are as staunchly opposed to market-based climate policy as they are to any other form of climate mitigation. In order to understand why climate change deniers reject market-based policy proposals, an archive of free-market environmental newsletters was analyzed for themes of economic opposition. This analysis revealed how climate change deniers rely upon the concept of a regulatory cartel to connect economic opposition to climate policy with attacks on scientific evidence. Because professional scientists do not operate under conventional private-market incentive structures, neoliberal climate change deniers frame scientific knowledge as an attack on economic freedom when utilized to guide policy governing environment–economy relationships.     

Optimisation of rainwater tank design from large roofs: A case study in Melbourne, Australia

Rainwater tanks for larger roof areas need optimisation of tank size, which is often not carried out before installation of these tanks. This paper presents a case study of rainwater tank evaluation and design for large roof areas, located in Melbourne, Australia, based on observed daily rainfall data representing three different climatic regimes (i.e. dry average, and wet years). With the aim of developing a comprehensive Decision Support Tool for the performance analysis and design of rainwater tanks, a simple spreadsheet based daily water balance model is developed using daily rainfall data, contributing roof area, rainfall loss factor, available storage volume, tank overflow and irrigation water demand. In this case study, two (185 m³ and 110 m³) underground rainwater tanks are considered. Using the developed model, effectiveness of each tank under different climatic scenarios are assessed. The analysis shows that both the tanks are quite effective in wet and average years, however less effective in dry years. A payback period analysis of the tanks is preformed which reveals that the total construction cost of the tanks can be recovered within 15-21 years time depending on tank size, climatic conditions and future water price increase rates. For the tanks, a relationship between water price increase rates and payback periods is developed. The study highlights the need for detailed optimisation and financial analysis for large rainwater tanks to maximise the benefits.     

Addition of hydrogen peroxide for the simultaneous control of bromate and odor during advanced drinking water treatment using ozone

Complete removal of the characteristic septic/swampy odor from Huangpu River source water could only be achieved under an ozone dose as high as 4.0 mg/L in an ozone-biological activated carbon （O3- BAC） process, which would lead to the production of high concentrations of carcinogenic bromate due to the high bromide content. This study investigated the possibility of simultaneous control of bromate and the septic/swampy odor by adding H2O2 prior to the O3-BAC process for the treatment of Huangpu River water. H2O2 addition could reduce the bromate concentration effectively at an H2O2/O3 （g/g） ratio of 0.5 or higher. At the same time, the septic/swampy odor removal was enhanced by the addition of H2O2, although optimization of the H2O2/O3 ratio was required for each ozone dose. At an ozone dose of 2.0 mg/L, the odor was removed completely at an H2O2/O3 ratio of 0.5. The results indicated that H2O2 application at a suitable dose could enhance the removal of the septic/swampy odor while suppressing the formation of bromate during ozonation of Huangpu River source water.     

EDUCATING RURAL COMMUNITY LEADERS IN WASTEWATER TREATMENT ALTERNATIVES1

ABSTRACT: Providing adequate wastewater treatment facilities for the citizens in small rural communities in the United States can cost millions of dollars. An educational program has been developed and conducted in Ohio to teach local officials about wastewater treatment alternatives. The five-session workshop covers wastewater treatment principles, needs assessment, system management, and resource gathering. The knowledge and skills gained by the 96 community leaders who participated in six workshops were measured using a pretest/pest test and surveys conducted during the workshops. From 25 percent to 100 percent of the participants increased their knowledge of treatment systems, alternatives, and relative costs. From 23 percent to 84 percent applied new skills, such as conducting a sanitary survey or examining treatment systems. The pretest also revealed previous knowledge of the participants in the areas of system maintenance and consultant qualifications.     

The effects of military tank traffic on prairie: A management model

The effect of various frequencies and seasons of military tank traffic on native mixed-grass prairie was examined in a randomized and replicated field experiment. Vegetation (in 10×10 m plots) was subjected to tank traffic at the following rates: (a) one pass per day of training from May until August; (b) one pass per day in May and June; (c) one pass per day in July and August; (d) one pass every three weeks from May until August; (e) zero (control). Species composition and the amount of bare ground were found to vary significantly with traffic frequency. Plant species alien to North America invaded plots subjected to spring driving. Regression analysis showed spring driving to produce more bare ground than summer driving. The regression models suggested that much higher intensities of training could be conducted without damage if spring driving were avoided. Regression models were also used to estimate the frequency of traffic associated with a significant change in species composition, where species composition was expressed as the ratio ofBouteloua gracilis toStipa spartea, an indicator of disturbance-induced change in prairie vegetation. This relationship predicted the capacity of the vegetation of a training area of any given width to support tank traffic without changing species composition. The predictive ability of the model was tested by comparing predicted traffic capacities with the amount of traffic actually applied to two training areas in 1986. Where traffic capacity was exceeded, the model successfully predicted a significantly higher frequency of bare ground and ratio ofBouteloua gracilis toStipa spartea.     

漂浮栽培美人蕉蕹菜等植物处理化粪池废水

采用漂浮栽培美人蕉、蕹菜、水稻、野生稻等４种植物进行了处理化粪池废水的静态试验。结果表明，废水中ＣＯＤ、ＢＯＤ５、总氮、总磷等污染物得到较好的净化，污染物去除率明显高于对照。４种植物的净化能力和净化效果综合评价结果为美人蕉＞蕹菜＞水稻＞野生稻，美人蕉、蕹菜对化粪池废水的净化能力强     

扑救液化石油气储罐爆炸火灾安全距离的确定

液化石油气储罐爆炸火灾是一类比较难于扑救的特殊火灾，如何根据现场的情况快速评估事故危害，并确定灭火指挥和人员疏散的安全距离，是消防指挥员指挥决策的重要问题，也是难点问题。本文研究了液化石油气储罐发生BLEVE时的热辐射和冲击波计算方法，并导出了安全距离的确定方法。对于消防指挥员快速决策具有十分重要的意义。     

采油井口储罐加温装置的改进

针对采油井口储罐明火直接加温法安全系数较低、易发生事故、不符合国家标准要求的问题进行了改进,介绍了撬装式加温预热装置的流程及设备,经试用热效率提高,未发生生产事故。     

Septic tank and agricultural non‐point source pollution within a rural watershed

This investigation addresses the problem of Non‐Point Source (NPS) pollution in the rural Lake Weatherford watershed in Parker County, Texas. This reservoir is the primary municipal water supply for the City of Weatherford, Texas. The principal method of wastewater disposal is the on‐site system or septic tanks for the small residential areas surrounding the reservoir.

Sources of NPS pollution of interest in this watershed include agricultural operations as well as the residential areas. These sites were identified with the aid of aerial photography and field investigation. Suspected NPS problems were substantiated through a sampling program involving chemical and biological testing of the reservoir. Results indicate that there is significant NPS pollution contamination of Lake Weatherford from agricultural sources and seepage from on‐site wastewater disposal systems. Excessive fecal coliform and fecal streptococcus counts (>500 bacteria/100 ml) were generally associated with rainfall events and several samples showed values > 100000 bacteria/100 ml. The fecal coliform/fecal streptococcus ratios indicated contamination from human sources, animal sources, and a combination of both. Nutrient concentrations fluctuated from quite low to high with ammonia as the most consistent problem. High ammonia values were also associated with rainfall events.