Performance of dithiocarbamate-type flocculant in treating simulated polymer flooding produced water

Produced water from polymer flooding is di cult to treat due to its high polymer concentration, high viscosity, and emulsified characteristics. The dithiocarbamate flocculant, DTC (T403), was prepared by the amine-terminated polyoxypropane-ether compound known as Je amine-T403. The product was characterized by IR spectra and elemental analysis. The DTC agent chelating with Fe2+ produced a network polymer matrix, which captured and removed oil droplets e ciently. Oil removal by the flocculent on simulated produced water with 0, 200, 500, 900 mg/L of partially hydrolyzed polyacrylamide (HPAM) was investigated for aspects of e ectiveness of DTC (T403) dosage and concentrations of HPAM and Fe2+ ions in the wastewater. Results showed that HPAM had a negative influence on oil removal e ciency when DTC (T403) dosage was lower than 20 mg/L. However, residual oil concentrations in tested samples with di erent concentrations of HPAM all decreased below 10 mg/L when DTC (T403) dosage reached 30 mg/L. The concentration of Fe2+ in the initial wastewater had a slight e ect on oil removal at the range of 2–12 mg/L. Results showed that Fe3+ could not be used in place of Fe2+ as Fe3+ could not react with DTC under flocculated conditions. The e ects of mineral salts ions were also investigated.     

Biodegradation of phenol and m-cresol by mutated Candida tropicalis

The phenol and m-cresol biodegradations were studied using the mutant strain CTM 2 obtained by the He-Ne laser irradiation on wild-type Candida tropicalis. The results showed that C. tropicalis exhibited the increased capacity of phenolic compounds degradation after laser irradiation. It could degrade 2600 mg/L phenol and 300 mg/L m-cresol by 5% inoculum concentration, respectively. In the dual-substrate biodegradation system, 0–500 mg/L phenol could accelerate m-cresol biodegradation, and 300 mg/L m-cresol could be completely utilized within 46 hr at the presence of 350 mg/L phenol. Besides, the maximum biodegradation of m-cresol could reach 350 mg/L with 80 mg/L phenol within 61 hr. Obviously, phenol, as a growth substrate, could promote CTM 2 to degrade m-cresol, and was always preferentially utilized as carbon source. Comparatively, low-concentration m-cresol could result in a great inhibition on phenol degradation. In addition, the kinetic behaviors of cell growth and substrate biodegradation were described by kinetic model proposed in our laboratory.     

间硝基酚在超高交联树脂上的吸附性能

研究了5种吸附树脂(NDA-88、NDA-99、NDA-150、AM-1和XAD-4)对间硝基酚的静态吸附行为.结果表明,3种超高交联树脂(NDA-88、NDA-99和NDA-150)对间硝基酚的吸附效果都比较好.并研究了NDA-88树脂对间硝基酚的饱和吸附和脱附行为.结果显示,NDA-88树脂对间硝基酚的饱和吸附量为3.5 mmol/g,该树脂吸附间硝基酚后容易洗脱,用乙醇:2 mol/LNaOH(体积比1:1)作脱附剂,温度328 K,脱附剂用量为3 BV(床体积)时,脱附率约96%.用NDA-88树脂处理含硝基酚废水,废水的处理量为40 BV时,COD平均去除率约91%,树脂吸附性能良好.     

芦山地震单开间砌体结构房屋震害特征∗

4.20芦山地震灾区临街自建单开间砌体结构房屋震害特别严重,本文基于现场调查研究该类特殊房屋的建造习惯、震害特征与损伤机理,研究表明:单开间砌体房屋是芦山地震灾区等四川小城镇比较常见的临街建筑模式,其平面狭长,建造随意,结构体系不合理,构造措施不到位,抗震能力弱;芦山地震地震烈度8、9度灾区单开间砌体房屋底层纵墙剪切破坏,普遍出现严重的贯通整片墙体的斜裂缝或X形裂缝。底层前部房间横墙无纵向支撑,独立墙段过长,横墙压弯破坏出现贯通整片墙体的水平裂缝,并且墙体外鼓;结构刚度中心与质量中心严重偏离,房屋扭转震动加剧墙体裂缝开展,相邻建筑反复碰撞作用是上部楼层震害的主要原因;鞭梢效应加重突变楼层结构损伤,引起出屋面附属建筑严重破坏甚至倒塌,横墙端部剪切断裂乃至溃散。据此,提出了既有单开间砌体房屋加固工作的建议。     

溴酸钾氧化氨基黑10B催化光度法测定痕量亚硝酸根

研究了在磷酸介质中 ,痕量亚硝酸根对溴酸钾氧化氨基黑 1 0 B的催化褪色作用 ,建立了催化动力学光度法测定痕量亚硝酸根的新方法 ,并探讨了动力学反应条件 ,方法的线性范围为 0～ 1μg/1 0 ml,检出限为 4.88× 1 0 - 9g/ml,用于地面水及雨水中亚硝酸根的测定 ,结果满意。     

新试剂NBTDAPNP的合成及与镉的显色反应

阐述了新试剂 6 -硝基 -苯并噻唑 -重氮氨基 - 4-硝基苯的合成方法、结构鉴定、分析性能及在光度分析中的应用。该试剂对镉有很高的显色灵敏度 ,ε4 55可达 2 43× 10 5L/mol·cm ,用分光光度法可直接测定水样中镉 ,与原子吸收光谱法结果一致。     

2,6-二氨基蒽醌/石墨烯复合电极强化电吸附Pb2+

电吸附高效去除水中重金属离子的关键在于开发性能优异的电极材料.采用2,6-二氨基蒽醌(DA)修饰还原氧化石墨烯(r GO),通过溶剂热法成功制备了DA@rGO复合电极,考察了复合电极的电化学性质及电吸附Pb~(2+)性能.循环伏安测试表明,复合电极电化学性质优异,比电容在电流密度为1 A·g-1时达到304. 4 F·g-1,DA修饰显著提高了复合电极的赝电容.电吸附Pb~(2+)测试表明,施加电压为-1. 2 V时电吸附效果最优,反应60 min后Pb~(2+)去除率达94. 8%.电吸附过程符合一级动力学方程,Langmuir模型拟合得到Pb~(2+)的饱和吸附量为356. 66 mg·g-1,明显高于r GO电极(319. 40 mg·g-1),DA修饰引起的电容增加是复合电极Pb~(2+)吸附量提高的重要原因.使用0. 5 mol·L-1硝酸处理可使电极吸附的Pb~(2+)在5 min内脱附完全,实现吸附剂再生.经过10次电极吸附-脱附循环后,DA@rGO复合电极对Pb~(2+)的吸附去除率保持在88%左右,电极循环性能稳定.     

煤层注水治理煤尘灾害的粉体力学分析

飞扬的煤尘不仅严重危害煤矿工人的健康,而且能产生爆炸,是煤矿生产的重大事故隐患之一.通过对尘流中尘粒间作用力的分析,得出干燥煤尘间主作用力是范德华力,湿润煤尘间主作用力是液体桥联力.分析了煤层注水中煤体的湿润特性,从粉体力学的角度阐明了煤层注水的降尘机理,即湿润煤尘间的液体桥联力促使尘粒凝聚变大,并迅速沉降.研究成果为煤层注水治理煤尘灾害提供了参考.