添加剂对餐厨垃圾厌氧发酵产氢的影响

以表面活性剂与偏硅酸钠的混合物作为添加剂,考察了添加剂的投加量对餐厨垃圾厌氧产氢效果的影响.实验结果表明,添加剂能抑制产甲烷菌的生长,且接种污泥无需预处理即可提高产氢量.另外,随着添加剂投加量的增大.体系中氢气的浓度增大,在5 g(干重)餐厨垃圾投加添加剂为1.75 g时,产氢量为114.5 mL(以每克挥发性固体(VS)计).但从经济和实用两方面考虑,选择最佳添加剂量为1.00 g.     

新型侧向流曝气生物滤池处理生活污水

采用以沸石为填料的新型侧向流曝气生物滤池处理生活污水,考察了水力负荷和气水比的影响.结果表明,LBAF在最佳工况气水比10∶1,A、B段曝气量比1∶1,水力负荷0.43 m3/m2·h下,COD、SS、氨氮、总氮和总磷的去除率分别为88.01%、95.18%、78.97%、52.58%和21.02%;COD去除率随COD容积负荷的增加缓慢下降.氨氮、总氮去除率随COD容积负荷的增大明显下降,氨氮去除率随氨氮容积负荷的增大而明显降低.滤池纳污能力强,不易堵塞,可适当延长反冲周期.     

Bacillus natto TK-2产γ-絮凝活性的研究

对γ-聚谷氨酸的絮凝活性进行了研究,得出了其最佳絮凝条件为:γ-聚谷氨酸投加浓度为10mg/L;絮凝体系的pH为7.0;γ-聚谷氨酸在80℃以下都能保持很高的絮凝活性;添加不同种类的K+,Na+,Ca2+,Mg2+,Fe2+,Fe3+,Al3+能不同程度地提高γ-聚谷氨酸的絮凝活性,其中添加Ca2+的助凝效果最好,最终选择Ca2+为最佳的助凝离子并确定添加浓度为100mg/L。     

气相色谱法测定水和土壤中苯醚甲环唑的残留量

研究并建立了气相色谱法测定水和土壤中苯醚甲环唑残留量的分析方法。实验结果表明：水中添加苯醚甲环唑的含量为0．005～0．500mg／kg时,平均回收率为97．9％～100．5％,相对标准偏差小于6．7％;土壤中添加苯醚甲环唑的含量为0．005～0．500mg／kg时,平均回收率为95．7％～109．5％,相对标准偏差小于7．5％。将该法用于水和土壤残留实验,土壤试样在拖药后10～88d进行采样分析,其残留消解动态回归方程为y=0．8803e^-0.0122x,相关系数为-0．915,消解半衰期为56．8d;水试样在施药后0～21d进行采样分析,其残留消解动态回归方程为y=0．2624e^-0.2539x,相关系数为-0．899,消解半衰期为2．7d。     

两种填料生物膜工艺脱氮效果的比较研究

以两种不同填料所组成的生物膜反应器(1号和2号反应器)为研究对象,比较了两个生物膜反应器去除有机物、脱氮能力,分析了其影响因素。研究结果表明:在进水水质、停留时间等条件完全一致的情况下,2号反应器COD、氨氮的平均去除率比1号反应器分别高出了29.88%和19.68%,这是因为陶粒的比表面积较蜂窝陶瓷有绝对优势所致。但是2号反应器的总氮去除率比1号反应器要低7.11%,通过研究两个反应器中硝态氮浓度和生物相分析发现具有较大差距。填料作为生物膜工艺中的核心,其材料、结构等影响到生物膜的性质和反应器内水力学特性,是决定生物膜工艺处理效果的关键因素。     

多水源用水网络优化模型研究

为了解决含有多类供水水源的用水网络优化设计问题,研究了过程工业用水特点,将各用水单元看成水阱,各单元的排水看成潜在水源,从而将供水问题转化为水阱和水源的匹配问题,建立用于多水源用水网络优化的配水模型,并详细阐述该模型应用步骤及其特点。     

转小鼠金属硫蛋白-I基因聚球藻7002对重金属耐受性的研究

研究了野生和转小鼠金属硫蛋白-I(mMT-I)基因聚球藻7002对Pb、Hg、Cd、Mg、Ni、Cu、Co、Zn和As 9种重金属元素的耐受性,以及重金属对藻细胞生长的半抑制浓度(IC50),并与相关文献进行了比较,旨在为转基因藻的工业应用提供依据.结果表明:转mMT-I基因聚球藻7002每单位OD750最高可耐受4～5 mmol/L的Pb2 、0.4～0.6 mmol/L的Cd2 和0.8～1.2mmol/L的Hg2 ,耐受性系数分别为1712.4～2140.5、92.9～139.4、331.6～497.3 mg/g;相比野生聚球藻7002,它对Pb2 、Cd2 的耐受性提高了4～5倍,对Hg2 的耐受性提高了100倍左右.野生聚球藻7002的重金属耐受性系数(mg/g)大小依次为:As(Ⅲ)>Pb2 >Mg2 >Zn2 >Cu2 >Ni2 >Cd2 >Co2 >Hg2 ,而转mMT-I基因聚球藻7002的重金属耐受性系数(mg/g)大小依次为:As(Ⅲ)>Mg2 >Pb2 >Hg2 >Zn2 >Cu2 >Cd2 >Ni2 >Co2 .转mMT-I基因聚球藻7002在重金属溶液中生长的IC50明显大于野生聚球藻7002和其他藻,其对Pb2 、Cd2 和Hg2 的IC50分别为96.60(72 h)、3.94(72h)、7.57(96 h)mg/L.     

MBBR处理猪场废水厌氧消化液的研究

采用移动床生物膜反应器(MBBR)处理猪场废水厌氧消化液,考察了水力停留时间(HRT),进水COD和NH3-N浓度对反应器处理效果的影响.结果表明,在温度为20～30℃,填料填充比为50%,进水COD和NH3-N浓度分别为1016 mg/L和496 mg/L条件下,当HRT为12.5 h时,COD和NH3-N去除率可分别达到62%和77%,猪场废水厌氧消化液中可生物降解性有机物基本得到去除,当HRT增至23.8 h时,COD和NH3-N去除率分别为64%和86%,出水COD和NH3-N浓度分别为368 mg/L和70 ms/L,均达到了<畜禽养殖业污染物排放标准>(GB18596-2001)的要求.     

Nanoparticle-free and self-healing amphiphobic membrane for anti-surfactant-wetting membrane distillation

In membrane distillation (MD), complicated feed water with amphiphilic contaminants induces fouling/wetting of the MD membrane and can even lead to process failure. This study reports a facile approach to fabricate robust and self-healing hybrid amphiphobic membranes for anti-surfactant-wetting MD based on the ultra-low surface energy of fluorinated polyhedral oligomeric silsesquioxanes (F-POSS) and its thermal induced motivation and rotation. The thermal treatment makes the membranes achieving amphiphobicity at a very low cost of F-POSS (13.04 wt.%), which is about 1/3 of without thermal treatment. The prepared membrane exhibits excellent amphiphobicity, i.e. ethanol contact angle of 120.3°, without using environmentally toxic fluorinated nanoparticles. Robust MD performance was observed for the amphiphobic membrane in concentrated sodium dodecyl sulfate (SDS) feed solutions. Furthermore, the fabricated membrane exhibited stable amphiphobicity even in extreme environments, including strong acid or alkaline solutions. In the event of a damaged or abraded membrane surface where the F-POSS can be removed, the amphiphobic membrane exhibits self-healing ability with additional thermal treatment. This simple approach without the use of nanoparticles provides an environmentally friendly way for fabrication of amphiphobic membranes for anti-surfactant-wetting membrane distillation.     

Differential responses of short-term soil respiration dynamics to the experimental addition of nitrogen and water in the temperate semi-arid steppe of Inner Mongolia, China

We examined the effects of simulated rainfall and increasing N supply of different levels on CO2 pulse emission from typical Inner Mongolian steppe soil using the static opaque chamber technique, respectively in a dry June and a rainy August. The treatments included NH4NO3 additions at rates of 0, 5, 10, and 20 g N/（m2.year） with or without water. Immediately after the experimental simulated rainfall events, the CO2 effluxes in the watering plots without N addition （WCK） increased greatly and reached the maximum value at 2 hr. However, the efflux level reverted to the background level within 48 hr. The cumulative CO2 effluxes in the soil ranged from 5.60 to 6.49 g C/m2 over 48 hr after a single water application, thus showing an increase of approximately 148.64% and 48.36% in the efftuxes during both observation periods. By contrast, the addition of different N levels without water addition did not result in a significant change in soil respiration in the short term. Two-way ANOVA showed that the effects of the interaction between water and N addition were insignificant in short-term soil COz efftuxes in the soil. The cumulative soil CO2 fluxes of different treatments over 48 hr accounted for approximately 5.34% to 6.91% and 2.36% to 2.93% of annual C emission in both experimental periods. These results stress the need for improving the sampling frequency after rainfall in future studies to ensure more accurate evaluation of the grassland C emission contribution.