Sonochemical Degradation of Pharmaceutical Wastewater

This study presents the influence of the addition of additives such as activated carbon, carbon tetra chloride, hydrogen peroxide, and potassium dichromate on ultrasonic reduction of pharmaceutical wastewater chemical oxygen demand (COD) under laboratory conditions. The addition of activated carbon increased the % COD reduction whereas the combined addition of activated carbon and H₂O₂/CCl₄/K₂Cr₂O₇ was found to show higher reduction. Among the various combinations investigated, the combined addition of activated carbon and CCl₄ was found to be the best combination. However, the environmental and health problems associated with these chemicals limit the applicability of the process in an industrial level. Further investigation with this system showed that the initial pH and initial COD have significant influence on the removal rate. The data obtained were fitted with first order and Langmuir–Hinshelwood kinetic models. The values of the rate constants obtained indicated that the pharmaceutical wastewater can be treated efficiently by the proposed methods.     

蔗渣浆厂废水对地下水影响的研究

我国造纸业废水中的污染因子危及地下水水质安全,通过对野外实地勘察和地下水取样的过程及结果进行分析研究,各地下水取样点的水质均符合国家饮用水卫生标准.用B·M舍斯塔科夫公式计算浸没过程,洪水时期地下水水位升高,研究区废水不会造成地下水的污染.     

Turbulence and Fossil Turbulence in Oceans and Lakes

Turbulence is defined as an eddy-like state of fluid motion where the inertial-vortex forces of the eddies are larger than any of the other forces that tend to damp the eddies out. Energy cascades of irrotational flows from large scales to small are non-turbulent, even if they supply energy to turbulence. Turbulent flows are rotational and cascade from small scales to large, with feedback. Viscous forces limit the smallest turbulent eddy size to the Kolmogorov scale. In stratified fluids, buoyancy forces limit large vertical overturns to the Ozmidov scale and convert the largest turbulent eddies into a unique class of saturated, non-propagating, internal waves, termed fossil-vorticity-turbulence. These waves have the same energy but different properties and spectral forms than the original turbulence patch. The Gibson (1980, 1986) theory of fossil turbulence applies universal similarity theories of turbulence and turbulent mixing to the vertical evolution of an isolated patch of turbulence in a stratified fluid as its growth is constrained and fossilized by buoyancy forces. Quantitative hydrodynamic-phase-diagrams (HPDs) from the theory are used to classify microstructure patches according to their hydrodynamic states. When analyzed in HPD space, previously published oceanic datasets showed their dominant microstructure patches are fossilized at large scales in all layers. Laboratory and field measurements suggested phytoplankton species with different swimming abilities adjust their growth strategies by pattern recognition of tur-bulence-fossil-turbulence dissipation and persistence times that predict survival-relevant surface layer sea changes. New data collected near a Honolulu waste-water outfall showed the small-to-large evolution of oceanic turbulence microstructure from active to fossil states, and revealed the ability of fossil-density-turbulence patches to absorb, and vertically radiate, internal wave energy, information, and enhanced turbulent-mixing-rates toward the sea surface so that the submerged waste-field could be detected from a space satellite (Bondur and Filatov, 2003).     

小球藻对不同盐度海水养殖尾水的净化效果研究

微藻处理养殖尾水已成为热点研究方向,有关一定盐度范围内海水养殖尾水的微藻处理研究较少。本试验调配了两种盐度(16和26)的海水养殖尾水,以空白组作对照,设置小球藻(Chlorella salina)初始接种密度梯度(5×10⁵、1×10⁶、2×10⁶和3×10⁶个/mL),研究小球藻对海水养殖尾水中不同形态氮和磷的去除效果。结果表明,小球藻在海水养殖尾水中生长良好,可有效去除尾水中的氮磷营养盐,16盐度组中各初始藻密度组对NH₄⁺、NO₃^-和总溶解态氮(total dissolved nitrogen,TDN)的去除率分别为85.03%~85.87%、60.87%~63.70%和54.53%~57.64%,组间无显著差异(P>0.05);26盐度组中除5×10⁵组外,其余藻密度组对NH₄⁺、NO₃^-和TDN的去除率分别为87.23%~88.16%、56.70%~57.79%和53.31%~54.62%,且组间无显著差异(P>0.05),表明小球藻初始接种密度对尾水中氮盐的去除无显著影响。除5×10⁵个/mL组外,16与26盐度组中对TDN的去除率无显著差异,表明盐度变化对氮的去除无影响。随着初始藻密度的升高,16和26处理组对总溶解态磷(total dissolved phosphorus,TDP)的去除率均上升,分别为76.13%~99.53%和63.72%~96.83%,表明藻初始接种密度的升高可促进尾水中磷的去除,且盐度升高没有影响小球藻对磷的去除。本研究获得了不同初始接种密度小球藻对一定盐度范围的海水养殖尾水的吸收利用特点,可为海水养殖尾水的生态化处理提供一定的理论基础。     

Degradation of Textile Dyeing Wastewater by a Modified Solar Photo‐Fenton Process Using Steel Scrap/H2O2

This experimental research deals with using steel scrap as a heterogeneous catalyst. This catalyzes the oxidation reaction of real textile dye wastewater based on a modified solar photo‐Fenton oxidation process. Morphologic analysis and mapping of the elementary composition of the steel scrap have been carried out by scanning electron microscopy. The effects of concentration of H₂O₂, the pH of the solution and the catalyst loading on the degradation of textile dye wastewater are elucidated. Kinetic studies have been performed for the decolorization of wastewater under optimum conditions. It could be concluded that the steel scrap is a potential substitute for ferrous salts as a catalyst for the solar photo‐Fenton reaction.     

金川矿区尾矿库排水对地下水水质影响：现状及预测分析

处于甘肃河西干旱区的金川公司在生产过程中产生了大量含有重金属离子的工业废水、废渣,废水排放会对地下水水质产生影响,其重金属离子会对人体有危害.重点对尾矿库排水对当地地下水水质影响进行了研究分析,对库区地下水污染现状进行了调查.绘制了尾矿库排水影响区的地下水中Ni、Cu、Zn和Cr四种主要元素平面分布等值线图,分析了重金属离子污染来源;通过建立物理、数学模型,对尾矿排出废水中主要污染物(Ni、As、Cu、Cr、Cd、SO24-等组分)分布进行了模拟预测,对各类污染物可能造成的危害进行了分析,建议加强地下水质监测和处理排放.     

Adjusting Chlorine Dosage and to Prevent Bio‐Growth and Minimize Trihalomethanes in Reverse Osmosis Filtrate in a Wastewater Reclamation Process

Feasibility of effluent reclamation for the Futian municipal WWTP in Taichung Taiwan was evaluated using an “SF‐UF‐RO” pilot plant. The optimal parameters of each unit were obtained during the pilot plant test. The pilot plant started the operation in late October 2008 and operated until January 2011. The reverse osmosis (RO) system produces 75 m³ water daily, and the produced water quality was comparable to the city water in Taichung. Chlorine dosed in the sand filtration (SF) inlet and ultrafiltration (UF) backwash had the most significant effect on the stability of system performance. When the chlorine was underdosed, biofilm clogged the bag filter (prefilter of UF) and led to the flow rate decay of the UF. The prefilter needed replacement every 1 or 2 weeks resulting in increased process cost. On the other hand, when the chlorine dosage was increased to mitigate the biofilm growth, the residual chlorine not only reacted with TOC and derived trihalomethanes (THMs) in the RO product water (more than 20 µg/L), but it also damaged the RO membrane. After trial and error, the chlorine concentration was optimized as 0.7 mg/L in SF inlet to prevent growth of biofilm as well as to control the residual chlorine in the RO inlet and THMs in the RO product water. It is suggested that cautiously adjusting chlorine dosage is essential for stably operating such a hybrid membrane system to reclaim the municipal wastewater.     

Swimming behaviour in a pycnogonid (note)

Four adult specimens of the pycnogonid Ammothea magniceps were observed swimming at the sea surface at night at Kaikoura. Even after capture the animals continued to swim at the surface of the water for over an hour. Such swimming behaviour is considered important in explaining the presence of “benthic” animals in plankton samples.