厌氧-往复好氧组合式工业废水处理新工艺

厌氧 往复好氧组合式工艺是针对我国传统的工业废水生物处理方式投资高、占地大、自动化程度低的实际状况而开发的一种高效、经济的废水处理新工艺。以该工艺装置处理啤酒废水的试验结果表明 ,厌氧 往复好氧组合式工艺去除有机物以及脱氮除磷的效果较好 ,同时还具有经常性运转费用低 ,投资省 ,占地面积小等特点     

拔风管对CANON型人工湿地脱氮性能的影响

以猪场沼液为处理对象,探究了拔风管对基于亚硝化的全程自养脱氮(CANON)型潮汐流人工湿地(TFCW)氮素转化性能及微生物种群结构的影响.结果表明,拔风管数量可显著影响CANON型TFCW中脱氮功能微生物的数量与活性,进而影响其氮素转化速率.在水力负荷(HLR)≤0.18m3/(m2·d)的前提下,随着拔风管数量由0增...     

爆破拆除高耸建筑物触地危害分析与控制

分析爆破拆除高耸建筑物倒塌触地产生的危害:触地震动、触地飞石和超压气流。基于一般塌落质点振动速度公式,提出3种减少震动危害的措施;根据抛体运动规律,得出触地飞石水平飞行范围,提出3种减少触地飞石危害的措施;在分析超压气流危害机理的基础上,提出了3种减少超压气流危害的措施。并引用实例进行分析说明。     

可燃气体报警器快速校准装置的研究

针对石化企业中可燃气体报警器校准工作存在着校准周期长、维护困难、准确性不能保证的现状,提出了一种通过将高浓度可燃气体物质经过定量稀释配制成用于可燃气体报警器标定的多种浓度气体物质的方法,并设计了一种由两路流量检测与控制模块和一个监控单元构成的可燃气体报警器快速标定装置。叙述了可燃气体报警器快速标定装置的原理、元器件构成、设计结构、流量控制方法和防爆措施的实现。     

不同植物的表面流人工湿地系统对污染物的去除效果

通过对4种不同植物的表面流人工湿地系统处理新沂河河水的中试研究表明,在CODMn和NH 4-N进水浓度相同条件下,香蒲湿地系统出水CODMn平均浓度最低,仅为13.44 mg/L;美人蕉湿地系统出水NH 4-N平均浓度最低,仅为1.75 mg/L;香蒲和美人蕉湿地系统对CODMn的平均去除率都达到40%以上,而千屈菜和水葱湿地系统都低于30%;美人蕉、香蒲和千屈菜湿地系统对NH 4-N的平均去除率都达到65%以上,而水葱系统则低于60%.综合比较,香蒲和美人蕉湿地系统的净化能力较强.4种植物中水葱耐淹能力最强,完全淹水22 d以上依然生长良好;千屈菜耐淹能力最弱,完全淹水7 d后就开始枯萎,17 d后地上、地下部分全部死亡.     

旋风静电除尘器流场分布测试研究

利用五孔探针系统对直筒式旋风静电除尘器模型的三维流场进行了测定与分析.结果表明:随着入口风速、供电电压增加,旋风静电除尘器内气流的切向和径向速度分别增加,各截面轴向速度沿半径的分布基本相似;与旋风除尘器相比,旋风静电除尘器内气流的切向速度和径向速度的变化更为平缓,入口风速为8.5 m/s时,在0.3～0.5倍简体直径时,切向速度达最大.     

Application of Eichhornia crassipes and Pistia stratiotes for treatment of urban sewage in Israel

The effectiveness of sewage purification by aquatic plants, such as water hyacinth (Eichhornia crassipes) and water lettuce (Pistia stratiotes), was tested on laboratory and pilot scales. Cascade and semi-continuous pilot experiments verified that the plants are capable of decreasing all tested indicators of water quality to levels that permit the use of the purified water for irrigation of tree crops. This applies to biochemical oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS), and turbidity. The laboratory-scale tests confirm the capacity of the plants to reach and hold reasonably low levels of BOD (5-7 mg L(-1)) and COD (40-50 mg L(-1)) and very low levels of TSS (3-5 mg L(-1)) and turbidity (1-2 NTU). In the experimental pilot setup, with circulation, COD decreased from 460 to 100 mg L(-1) after 2.5-4 days of treatment, while 6-7 days were required to this end without circulation. This doubled the active pond area and provided a two-level hydraulic loading (8 and 12 L min(-1)) with circulation that proved to be effective during the summer as well as the winter season. The outflow concentrations were 50-85 mg L(-1) of COD and 4-6 mg L(-1) of BOD. The results show that the use of this free water surface flow system (FWS) and its low maintenance system for treatment of urban and agricultural sewage is a viable option.     

Incomplete mixing in a small, urban stream

Conservative solute tracer experiments were conducted in Indian Creek, a small urban stream located in Philadelphia, Pennsylvania, USA. Estimated flow rates were between 46 Ls(-1) and 81 Ls(-1), average stream width was 5.5m and average stream depth was 0.2m. Given these dimensions, most researchers would think it reasonable to assume that the stream is completely mixed vertically and horizontally. However, we found that the stream was not vertically completely mixed in a 1.0m deep, 30 m long pool. The limited mixing was demonstrated by the vertical stratification of a tracer cloud which was completely mixed both laterally and vertically across the stream prior to entering the pool. We suggest that the cause of limited mixing is due to a balance between groundwater inflow and transverse dispersion at the cross-section. We show that the unsupported assumption of complete mixing may result in a wide range, and thus increased uncertainty, of the values of stream flow and longitudinal dispersion coefficient estimated from these data. We conclude that the assumption of complete mixing and one-dimensional modeling must be checked against actual field conditions, even in small streams.     

改良型DE氧化沟工艺的除磷脱氮分析

新都污水处理厂所采取的改良型DE氧化沟经工程实践证明效果较好,针对该处理工艺流程和DE氧化沟自身的改进进行了分析,总结了为强化脱氮除磷进行改良的经验。     

Dynamic phosphorus budget for lake-watershed ecosystems

Lake eutrophication caused by excess phosphorus （P） loading from point sources （PS） and nonpoint sources （NPS） is a persistent and serious ecological problem in China. A phosphorus budget, based on material flow analysis（MFA） and system dynamic （SD）, is proposed and applied for the agriculture-dominated Qionghai Lake watershed located in southwestern China. The MFA-SD approach will not only cover the transporting process of P in the lake-watershed ecosystems, but also can deal with the changes of P budget due to the dynamics of watershed. P inflows include the fertilizer for agricultural croplands, soil losses, domestic sewage discharges, and the atmospheric disposition such as precipitation and dust sinking. Outflows are consisted of hydrologic export, water resources development, fishery and aquatic plants harvesting. The internal P recycling processes are also considered in this paper. From 1988 to 2015, the total P inflows for Lake Qionghai are in a rapid increase from 35.65 to 78.73 t/a, which results in the rising of P concentration in the lake. Among the total P load 2015, agricultural loss and domestic sewage account for 70.60% and 17.27% respectively, directly related to the rapid social-economic development and the swift urbanization. Future management programs designed to reduce P inputs must be put into practices in the coming years to ensure the ecosystem health in the watershed.