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21.
随着城市的发展和能源需求的增长,污水的热能回收利用越来越受到关注,开发污水源热泵技术对建筑节能降耗具有重要意义。本文就污水源热泵系统的工作原理、特点等方面进行了介绍,阐述了国内外污水源热泵技术的开发利用历程与工程现状,分析了城市污水热能资源潜力以及污水源热泵技术的发展前景,指出利用污水与环境的温差获取热能具有十分巨大的能量资源前景,适宜的热源距离是污水源热泵开发利用的先决条件,开发污水源热泵系统,可以充分利用城市污水处理厂的二级出水或城市污水作为水源,通过合理利用出水的流量和温差为城市住宅供暖。基于我国能源与环境的现状,污水源热泵系统具有良好的市场前景,是一种值得推广的能源开发利用方式。  相似文献   
22.
The results of four MAFF surveys (1975–1980) of the sediments in and around the sewage sludge dumping site in Liverpool Bay are presented. Sediments were analysed for particle size distribution, organic carbon concentrations and concentrations of Hg, Cd, Cu, Zn, Pb, Ni and Cr. Concentrations of organic carbon and metals were found to be elevated in the fine ( < 90 μm) fraction in areas associated with the major inputs of these substances to the bay—near the mouth of the Mersey, near the sewage sludge dumping site and at the dredged spoil dumping site.In an attempt to determine any temporal trends between surveys, stations were grouped into four 8×8 km areas from offshore of the dumping ground to the mouth of the Mersey. Changes in the metal concentrations in sediments in the square nearest the sewage sludge dumping site were larger than in the other squares including that nearest the Mersey. Comparison of temporal trends near the sewage sludge site with the quantities actually dumped showed a correlation between the two, consistent with sewage sludge dumping being a major contributor to the metal levels in fine sediments near the dumping ground.  相似文献   
23.
One of the main problems in reservoirs is sedimentation which reduces the operating life of dams if a proper plan and analysis method are not in place.The techniques to manage sediment in reservoirs include several sustainable management techniques that route sediment through or around the reservoir.One of the main economical methods in arid and semi-arid regions is pressurized flushing using moderate drawdown of the water level of the reservoir to evacuate sediment deposited behind dams.In the current study,the effect of a new structure called a dendritic bottomless extended(DBE)outlet structure at three angles of 30°,45°,and 60°on pressurized flushing efficiency was investigated.Consequently,45 experiments were designed for three discharge rates (Qo),three sediment levels(Hs),four types of structure,and a no-structure condition(reference test).The results indicated that the DBE structure with a 30°angle between the branches,a sedimentary dimensionless index of Hs/Do=4.59,and a flow dimensionless index of Qo=/√gD05=1:43(where g is the acceleration of gravity and Do is the diameter of the bottom outlet)lead to 10-fold increase in the sediment flushing cone dimensions and sediment removal efficiency compared to the results of the reference test.Finally,according to a statistical analysis of the results,a dimensionless equation for calculating the sediment flushing cone dimensions was developed for the tested sediment characteristics.  相似文献   
24.
Sydney Water has completed a risk assessment to assess the risks to human health and aquatic organisms in creeks, rivers, estuaries and ocean waters affected by wet weather sewage overflows, stormwater and sewage treatment plant discharges. The risk assessment methodology consists of a comparison of measured and predicted concentrations of chemicals with toxicity reference values. Estimates of receiving water chemical concentrations were derived using data from a 10-year period so that the variable rainfall pattern was represented. Computer models were used to simulate and predict wet weather discharges during this ten year period. Risks were validated by bioassays and bioassessments. Risks to aquatic life from wet weather discharges were attributed to 14 chemicals at one or more of the sites and stormwater was the predominate source of the chemicals. There were no risks to people engaged in water based activities. Noncarcinogenic risks from fish ingestion are predicted at three sites. Predicted cancer risks for most individual chemicals were relatively small. Carcinogenic risks were typically associated with organochlorine compounds, polycyclic aromatic hydrocarbons, dichlorobenzene, and arsenic. The predicted cancer risks also appear to be largely the result of stormwater rather than sewage overflow inputs and largely due to historical contamination by organochlorine pesticides. It is expected the concentrations of these chemicals will decrease over time.  相似文献   
25.
Germination inhibition of zoospores of the aquatic, brown algal macrophyte Ecklonia radiata was employed to assess the toxicity of sewage effluents under short to long term exposure and under modified salinity conditions. The rate of germination inhibition was determined for exposure times between 2 and 48 h in salinity modified and unmodified regimes and under reduced salinity conditions alone. The results indicated that rate of germination inhibition increased with duration of exposure to sewage effluents and to salinity reduction alone, and that response to the effluents may be enhanced under conditions of reduced salinity. Whilst the effect of primary treated effluent was primarily that of toxicity, secondary treated effluent effects appeared to be primarily that of reduced salinity although at a greater rate than would be expected for salinity reduction alone. The assay is suggested to provide a mechanism for monitoring sewage effluent quality and to monitor potential impacts of sewage effluent discharge on kelp communities in southern Australia.  相似文献   
26.
利用人工配制的生活污水先进行单胞藻(斜生栅藻 Scenedesmus obliquusTurp)的 培养,再接种田螺(Cipangopaludina sp)和短钝溞(Daphnia obtusa Kurz),对栅藻密度的经时变化, 短钝溞种群增长及水体中氮、磷、碳在培养过程中的变化作了测定与分析结果如下:(1)田螺组和 对照组中栅藻密度(N)经时变化的函数为:田螺组N=e(1.1136)t(1.7204);对照组N=e(1.4175)t(1.8099);(2)田 螺组短钝溞在静态条件下的种群增长模型为: N= 0. 75e(0.476)t,(3)以短钝溞问收方式收获量的累加 值作为种群增长量(产出量),其数学模型为:N=e(0.2837)t(2.5537);(4)经栅藻、田螺、短钝溞培养后,生 活污水的氮、磷、碳含量分别下降了 80、 60%, 72. 40%, 45. 70%. 本研究既为枝角类集约化培养提供了某些生态学理论参数,也为污水调控及资源化提出一个 值得参考的技术途径  相似文献   
27.
With an objective to develop a closed loop wastewater biorefinery, the performance of two free floating aquatic weeds water hyacinth (Eichhornia crassipes, Mart, Solms) and salvinia (Salvinia molesta, Mitchell) is explored when either is used as the main bioagent for treating sewage in “sheet flow root level” (SHEFROL) bioreactors. Both the macrophytes prove to be easy to propagate and maintain while they are able to help in achieving significant primary, secondary, and tertiary treatment steps of greywater in a single step. Water hyacinth is able to remove suspended solids, chemical oxygen demand (COD), biological oxygen demand (BOD), total Kjeldahl nitrogen, soluble phosphorous, zinc, copper, nickel, and manganese to the average extents of 81%, 79%, 43%, 41%, 40%, 36%, 34%, and 29%, respectively. The reduction in COD and BOD levels achieved by salvinia is marginally lesser than by water hyacinth but in terms of the removal of other pollutants, the performance of salvinia is comparable to that of water hyacinth. It is possible to convert the dead or harvested plants to organic fertilizer thus making it a closed-loop system with no waste of its own.  相似文献   
28.
The impact of domestic sewage effluent (SE) on the dynamics of phytoplankton assemblages from Bedford Basin was evaluated in the laboratory. Phytoplankton production and chlorophyll a increased proportionally with SE enrichment. Phytoplankton species composition also changed. The potentially harmful diatoms, Pseudonitzschia spp., present initially in small numbers (600 cells 1−1) in Bedford Basin seawater, and became dominant (3–5×106 cells 1−1) when the seawater was enriched with 0.5–5% untreated SE. With higher proportions of SE, other harmful species such as Fragilaria spp. and Euglena spp. became dominant (7−15×106 and 2.2×104 cells 1−1, respectively). Treatment of SE with UV light or activated charcoal seems to favour growth of benign species, such as Chaetoceros socialis, Skeletonema costatum and Thalassiosira spp., but not harmful species such as Pseudonitzschia spp. Further research on UV treatment of domestic sewage is recommended.  相似文献   
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30.
污水浸泡对水泥土强度和电阻率特性影响的试验研究   总被引:4,自引:0,他引:4  
为了揭示污水对水泥土的影响规律,并尝试采用电阻率法作为描述强度和污染特征的手段,把粉质黏土和两种水泥(普通硅酸盐水泥、矿渣硅酸盐水泥)制作的水泥土试块分别浸泡在3种液体(自来水、生活污水、造纸厂污水)中模拟环境侵蚀。首先对比分析了污水对土体液塑限的影响,其次研究了龄期、水泥类型、污水类型等对水泥土抗压强度和电阻率的影响,考察了电阻率和抗压强度的关系。结果表明:污染后土样的液限、塑限均增大,塑性指数减小;水泥土抗压强度和电阻率均随龄期增加而增长;污水均降低了水泥土的抗压强度和电阻率,但是矿渣硅酸盐水泥土的抗压强度和电阻率均高于普通硅酸盐水泥土,说明在污水环境中,矿渣水泥对水泥土有一定的抗劣化能力;在不同的龄期、水泥类型、污水类型下,水泥土电阻率均与抗压强度呈现出一致的变化规律,二者线性相关。  相似文献   
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