非均衡视域下江苏沿海“三极一带多节点”空间发展模式研究

阐述了非均衡发展理论对沿海开发的指导作用,分析了江苏沿海非均衡发展的区域条件,指出了“三极一带多节点”空间发展模式的合理性,提出了实施“三极一带多节点”空间发展模式的战略思考.     

发展长三角地区城市文化旅游路径选择——以发展镇江市隐士文化旅游为例

分析了镇江市隐士文化资源的特质和旅游价值,提出了开发镇江市隐士文化旅游资源、发展城市文化旅游的对策,为长三角地区城市文化旅游发展提供参照样本。     

废物审计中方案筛选和可行性分析

根据技术的复杂程度和系统性，经济效益，削减废弃物的潜力、环境效益、实施难易程度等５个方面，以权重打分综合的方法进行方案筛选，筛选出５个备选方案作经济、技术和环境评估。在此基础上，推存主要工段联合改造方案，并对此方案作出一步经济分析，表明该方案的实施是可行的。     

Removing and recovering gas-phase elemental mercury by Cu(x)Co(3-x)O(4) (0.75< or = x < or =2.25) in the presence of sulphur compounds

The Hg(0) oxidation ability and reusability of Cu(x)Co(3-x)O(4) were investigated in an attempt to improve SO(2) anti-poisoning ability of metal oxide and produce more economic and effective sorbents for the control of Hg(0) emission from combustion processes. The influence of copper content on Cu(x)Co(3-x)O(4)'s (0.75< or = x < or =2.25) oxidation ability of Hg(0) in the presence of SO(2) was investigated. According to the X-ray diffraction, Brunauer-Emmett-Teller (BET) and mass balance analysis on mercury, we found that Cu(1.5)Co(1.5)O(4) showed the highest S(BET) and best Hg(0) oxidation ability. With continuous increase of x from 0.75 to 2.25, Cu(x)Co(3-x)O(4)'s SO(2) anti-poisoning ability increased. The analysis results of the X-ray photoelectron spectroscopy manifested that the adsorptive mercury species on spent Cu(1.5)Co(1.5)O(4) was HgO. The spent Cu(1.5)Co(1.5)O(4) could be regenerated by thermal decomposition at 673K and regenerated Cu(1.5)Co(1.5)O(4) showed higher Hg(0) oxidation ability due to Hg-doping. Regenerated enrichment Hg(0) was collected using activated carbon at an ambient temperature to eliminate the secondary pollution.     

粉煤灰的改性及其对高盐苯胺废水的处理

以盐酸和硫酸作为改性剂,对粉煤灰进行改性。通过正交实验得到最佳改性粉煤灰制备条件为：V（盐酸）∶V（硫酸）=1∶5,浸泡时间6h,活化时间6h,活化温度250℃。在初始苯胺质量浓度为200mg/L、氯化钠质量分数为15%、吸附时间为60min的条件下,采用在最佳条件下制备得到的改性粉煤灰对苯胺进行吸附,吸附量可达4.16mg/g。采用Freundlich方程可更好地对改性粉煤灰吸附苯胺的过程进行拟合。     

大口径毛细管柱气相色谱法在聚酯废气组成分析中的应用

采用直接进样大口径毛细管柱气相色谱法，可同时测定聚酯废气中乙烯、乙醛、乙酸、2－甲基－1，3－二氧戊环、三聚乙醛等污染物含量。进样量为1mL时，方法对乙烯、乙醛、乙酸、2－甲基－1，3－二氧戊环、三聚乙醛的最低检出浓度分别为1.0mg/m^3,2.3mg/m^3,7.3mg/m^3,2.7mg/m^3,3.3mg/m^3，回标回收率为92.0%-97.9%，相对标准偏差为1.8%-2.9%。对某煤厂聚酯废气进行实测，取得了较为满意的结果。     

Effectiveness and mechanisms of hydrogen sulfide adsorption by camphor-derived biochar

The characteristics and mechanisms of hydrogen sulfide (H2S) adsorption on a biochar through pyrolysis at various temperatures (100 to 500 degrees C) were investigated. The biochar used in the current study was derived from the camphor tree (Cinnamomum camphora). The samples were ground and sieved to produceparticle sizes of 0.4 mm to 1.25 mm, 0.3 mm to 0.4 mm, and <0.3 mm. The H2S breakthrough capacity was measured using a laboratory-designed test. The surface properties of the biochar were characterized using pH and Fourier-transform infrared spectroscopy (FTIR) analysis. The results obtained demonstrate that all camphor-derived biochars were effective in H2S sorption. Certain threshold ranges ofthepyrolysis temperature and surfacepH were observed, which, when exceeded, have dramatic effects on the H2S adsorption capacity. The sorption capacity ranged from 1.2 mg/g to 121.4 mg/g. The biochar with 0.3 mm to 0.4 mm particle size possesses a maximum sorption capacity at 400 degrees C. The pH and FTIR analysis results showed that carboxylic and hydroxide radical groups were responsible for H2S sorption. These observations will be helpful in designing biochar as engineered sorbents for the removal of H2S.     

天然和CPB改性沸石对Hg2+的吸附特征

通过静态实验研究溴代十六烷基吡啶(CPB)改性沸石和天然沸石对废水中Hg2+的吸附特性,探讨了吸附动力学、吸附平衡和吸附热力学机制。研究表明:Langmuir方程能较好地描述2种沸石对Hg2+的吸附,CPB改性沸石对Hg2+的吸附率得到显著提高。实验条件下,改性沸石对Hg2+的吸附率从67.5%提高到98.9%,吸附容量从0.521 mg/g提高到3.07 mg/g。利用准一级动力学方程、假二级动力学方程、颗粒内扩散模型和Elovich方程分别对动力学过程进行拟合,发现2种沸石对Hg2+的吸附均满足假二级动力学方程,且离子的颗粒内扩散对整个吸附过程有影响。动力学拟合、D-R方程拟合和热力学研究综合表明:2种沸石对Hg2+的吸附既存在化学吸附又存在物理吸附,吸附吉布斯自由能变(△G0)、焓变(ΔH0)、熵变(ΔS0)均小于0,反应为自发的放热反应,低温有利于吸附的进行。     

磁种混凝法去除校园污水中COD的试验研究

运用磁种混凝技术处理校园生活污水,通过分析原水水质,磁种（Fe3O4）、混凝剂PAC（聚合氯化铝）或PAS（聚合硫酸铝）、助凝剂PAM（聚丙烯酰胺）投加方式及投加量考察对COD去除效果的影响。实验表明：磁种的添加量和添加方式对水处理起到关键性作用。先添加磁粉0.3g/L,再添加PAC 0.3g/L,PAM 0.002g/L混合搅拌出水COD去除率为78.90%,处理后COD含量43.60mg/L,达到排放标准。