The deflectors influence on flow complexity,bed morphology,sediment transport and water quality of urban lotic waters - A laboratory study

In this laboratory study different combinations of bed (sand, pebble gravel [gravel], and a mix of sand and gravel) and flow (typical and overtopping) were experimented with to investigate the impact of porous deflectors in flow diversity, water quality, and fish performance in prismatic open channels. Deflectors changed the gradually varied flow to a rapidly varied flow, as a sudden change in the water depth was observed at the deflectors, and this change was large for smooth beds. With the presence of gravel, the scouring near the downstream deflector was almost twice that of the sand bed, and with the scouring at its own upstream deflector, irrespective of whether the flow was typical or overtopping. This behavior was a result of sand mobilization due to shear stress and sand mobilization aided gravel transport. The mixed bed showed less gravel movement compared to the gravel-only bed. The percentage of sediment washed out was minor for all bed scenarios, indicating that sediment transport was local. Relative to the sand bed without deflectors (representing a typical urban canal), deflectors resulted in reduced and improved water quality (in terms of sediment load) for sand, and mixed bed, respectively. The fishes found refuge and were comfortable in the pool areas created by deflectors unlike in channels without deflectors where they showed exhaustion.     

The use of nanovermiculite catalyst in the study of removal of the organic load and degradation of atrazine via ozone process in RPB reactor

Abstract

The main objective of this study is the degradation of a synthetic solution of atrazine by a modified vermiculite catalyzed ozonation, in a rotating packed bed (RPB) reactor. A 0.5?L RPB reactor was used to perform the experiments, using a Central Composite Design (CCD) response surface to construct the quadratic model based on the factors: pH, catalyst concentration and reactor rotation frequency. The response variable was the removal of the organic load measured in terms of Chemical Oxygen Demand (COD). After the complete quadratic model was constructed through the response surface, the COD degradation process had an optimal removal of 41% under the following conditions: pH 8.0, rotation of 1150?rpm and catalyst concentration 0.66?g L^?1.     

微量Fe3+对过氧化氢异丙苯热稳定性影响研究

为研究微量铁离子（Fe³⁺）对过氧化氢异丙苯（CHP）热稳定性的影响,采用绝热加速量热仪（ARC）对CHP及含4种不同浓度Fe3+的CHP进行了绝热分解测试,测试分析了5个样品在绝热条件下的起始分解温度（To,s）、绝热温升（ΔTad,s）、最大温升速率（mm,s）和最大温升速率到达时间（θm,s）等参数,并利用热惰性因子Φ对实验数据进行了修正。研究结果表明:在绝热条件下,微量Fe3+的存在对CHP分解的To,s,ΔTad,s,mm,s和θm,s均有较大影响,且浓度不同对各参数的影响不一样;Fe³⁺的存在增加了CHP分解的剧烈程度,且浓度越大,CHP分解越剧烈,其热分解失控可能性越大,危险性越高;储存运输CHP时要避免与高浓度的Fe³⁺接触。研究结果可为CHP的热稳定性安全提供一定参考。     

Fe2+EDTA溶液络合-铁还原脱除烟气中NO

提出了“Fe2 螯合剂络合-铁粉还原-酸吸收”回收法脱除烟气中NO的新工艺,重点研究了模拟烟气中O2体积分数对NO络合量的影响,以及铁粉用量、铁粉粒径、搅拌速度对NO脱除效率的影响,确定了最佳的铁粉脱氮工艺条件,并对铁粉和铁屑的脱氮效果进行了比较。结果表明,烟气中O2的体积分数从0%增加到4.2%,NO络合量下降90.2%;NO脱除效率随铁粉用量和反应器搅拌速度的增加而增加,随铁粉粒径的增加而降低;过程的最佳工艺参数为,铁粉用量0.8g,铁粉粒径≤0.077mm,搅拌速度900r·min-1,在此条件下,对O2体积分数为5%的模拟烟气在搅拌反应器中可取得90%以上的NO脱除效率;用铁粉在1台搅拌反应器中取得的NO脱除效率和用铁屑在2个鼓泡反应器串联时所取得的效率相当。     

土壤中氧化铁的有机还原溶解动力学

研究了土壤中的氧化铁被两种酚化合物还原而溶解的动力学，结果表明，在ｐＨ恒定和有机还原剂过量的情况下，氧化铁的还原溶解符合一级反应动力学方程，还原溶解速率大小与土壤中氧化铁的结晶形态有关．氧化锰的存在影响着氧化铁的还原溶解，在存在足够的还原剂的条件下，两者可同时还原．实验中求得黄壤和赤红壤中氧化铁的还原溶解反应对［Ｈ＋］的反应级数分别为０．１２６和０．１７４。土壤中氧化铁的还原溶解是一个受表面反应控制的过程，反应的速率控制步骤是表面的电子转移反应，磷酸根在土壤中的吸附占据了氧化铁表面的反应位，因而明显抑制还原溶解反应．     

天然沸石床处理受污染景观水体的试验

采用天然沸石滤床对富营养化景观湖水进行净化试验,结果表明,天然沸石滤床能有效地净化受污染的湖水,CODCr、氨氮、总磷和浊度的去除率分别为35.8%、95.0%、66.7%和78.0%,沸石能有效地去除水中的氨氮,其作用机理包括离子交换和生物硝化两种作用。     

乳化剂OP和邻菲啰啉存在下硫氰酸钾分光光度法测定土壤有效铁和植物中的铁

在硫酸介质中，在非离子表面活性剂乳化剂ＯＰ和邻菲啉共同存在下，铁（Ⅲ）与硫氰酸钾形成红色配合物，其最大吸收波长为５２２ｎｍ，表观摩尔吸光系数为２．０７…１０￣４Ｌ／ｍｏｌ．ｃｍ，铁（Ⅲ）含量在０—５０μｇ／２５ｍｌ范围内符合比耳定律．该法操作简便、快速．选择性好，应用于土壤有效铁和植物中铁的测定．结果令人满意．     

铁催化聚丙烯腈脱氮的研究

应用热天平研究了载铁聚丙烯腈的脱氮碳化行为，负载铁对ＰＡＮ的稳定化和脱氮碳化均具有显著的催化作用，并在５８０－７６０℃范围内明显增加了Ｎ２形成速率。ＸＰＳ和ＸＲＤ对碳化过程中铁和氮化学形态变化的研究结果表明，铁催化反应机理可能是负载铁与吡啶氮作用形成中间体铁氮化物，后者进而分解释放出Ｎ２。     

复极性固定床电解槽内电极电位的分布

本文通过设计独特的测量和检验实验装置，对复极性固定床电解槽内的电极电位进行了测试。发现了槽内反应的动力就是槽内粒子与溶液的电位之差，可通过调节它的变化来控制反应的进行。     

废铁屑修复汞污染土壤的实验研究

应用工厂废弃物—铁屑做原料,探讨不同铁屑投加量对修复不同土壤类型、不同程度汞污染土壤的能力,并与修复水体汞污染作了对比;另外,首次将淋滤法与国际上新兴的土壤、地下水修复技术-PRB技术结合,研究其修复土壤汞污染的效果。结果表明,废铁屑可很快去除水体中的汞,去除率可达93%;在铁屑存在下,能一定程度预防和修复土壤汞污染,在相同水体汞污染程度条件下,时间是影响土壤汞污染程度的主要因素;在CaCl2淋洗液作用下的模拟PRB实验中,土壤有效汞含量降低,同时淋洗液中汞质量浓度低于1μg·L-1。因此,用废铁屑能有效预防和修复土壤汞污染,且将淋滤法与PRB技术联用,与将铁屑直接撒入土壤中相比效果好得多,且不会引起后续的水体二次污染,是一种很有应用潜力、值得深入研究的土壤修复方法。