长江南通段污染带影响因素研究

通过建立应用贴体坐标系和有限体积法求解的二维水流－水质方程的模型，对潮汐河口南通段污染带的影响因素进行研究。揭示了水深、水面比降、纵向及横向混合系数以及污染物的排放时段与污染带范围的相关关系，并进行了各影响因素的灵敏度分析，对灵敏度大小进行了排序：水深＞水面比降＞横向混合系数＞纵向混合系数＞排放时段。     

活性粉煤灰增湿脱硫机理及数学模型的研究

在双膜理论和传质理论基础上分析了活性粉煤灰增湿脱硫机理,并建立了简化的脱硫模型,考虑烟气流量和脱硫剂加入量两个脱硫效率的影响因素时,将数学模型的计算值与实验值进行了比较,结果比较吻合。     

取代苯类化合物的二维息定量结构-活性相关研究

为了预测非反应性麻醉型化合物对发光菌的发光半抑制浓度,评价该类化合物的毒性效应,采用独特的二维HQSAR分析方法,根据分子碎片的类型,将分子结构转变成具有特征的分子指纹,并用数字进行标记。这些标记出的数字作为QSAR的描述符,经过偏最小二乘法计算,建立起化合物结构与生物毒性之间的相关关系,由此所获得的HQSAR预测值与实测值之间也存在较好的相关性,即-1g_(pre)EC_(50)=0.311 0.929(-1g_(exp)EC_(50))(n=13,r=0.964)。这一模型的预测效果明显优于传统的二维QSAR模型,其结果可以为定量评估同类化合物的生物毒性提供可靠依据。     

基于InVEST模型的北京山区森林生态系统碳储量评估分析

本文基于北京山区遥感影像数据和标准样地调查数据,利用In VEST模型碳储量模块,评估分析了北京山区森林生态系统的碳储量。结果表明,北京山区森林生态系统的平均碳密度为99. 95 Mg/hm~2,其中乔木层、灌木层、草本层、凋落物层和土壤层平均碳密度分别为10. 51、3. 16、0. 86、8. 61、76. 81 Mg/hm~2。植被碳密度与土壤碳密度呈现显著正相关关系,土壤碳密度与凋落物碳密度呈现显著正相关关系。各林分类型平均碳密度表现为落叶针叶林(153. 99 Mg/hm~2)针阔混交林(132. 45Mg/hm~2)落叶阔叶林(125. 10 Mg/hm~2)常绿针叶林(111. 78 Mg/hm~2)灌木林(72. 26 Mg/hm~2)。北京山区森林生态系统总碳储量为77. 41 Tg,其中乔木层、灌木层、草本层、凋落物层和土壤层的碳储量分别为8. 14、2. 45、0. 67、6. 67、59. 48 Tg。各林分类型总碳储量表现为落叶阔叶林(43. 23 Tg)灌木林(25. 90 Tg)常绿针叶林(6. 21 Tg)针阔混交林(1. 42 Tg)落叶针叶林(0. 65 Tg)。落叶阔叶林和灌木林是北京山区森林生态系统碳储量的主要贡献者,分别占55. 84%和33. 46%。在北京山区各个区县中,怀柔区碳储量最高(15. 37 Tg),平谷区碳储量最低(4. 89 Tg)。北京山区森林生态系统碳储量分布不均,总体表现为北京山区北部区县较高,西部区县偏低,中部和东部最低。     

Application of interface material and effects of oxygen gradient on the performance of single-chamber sediment microbial fuel cells (SSMFCs)

Single-chamber sediment microbial fuel cells(SSMFCs) have received considerable attention nowadays because of their unique dual-functionality of power generation and enhancement of wastewater treatment performance. Thus, scaling up or upgrading SSMFCs for enhanced and efficient performance is a highly crucial task. Therefore, in order to achieve this goal, an innovative physical technique of using interface layers with four different pore sizes embedded in the middle of SSMFCs was utilized in this study.Experimental results showed that the performance of SSMFCs employing an interface layer was improved regardless of the pore size of the interface material, compared to those without such layers. The use of an interface layer resulted in a positive and significant effect on the performance of SSMFCs because of the effective prevention of oxygen diffusion from the cathode to the anode. Nevertheless, when a smaller pore size interface was utilized, better power performance and COD degradation were observed. A maximum power density of 0.032 mW/m~2 and COD degradation of 47.3% were obtained in the case of an interface pore size of 0.28 μm. The findings in this study are of significance to promote the future practical application of SSMFCs in wastewater treatment plants.     

Pilot-scale experiments on multilevel contact oxidation treatment of poultry farm wastewater using saran lock carriers under different operation model

A pilot-scale multilevel contact oxidation reactors system, coupled with saran lock carriers,was applied for the treatment of poultry farm wastewater. The removal efficiencies of CODcr, ammonia, and the total nitrogen as well as the elimination performance of CODcr and total nitrogen along the three-level contact oxidation tanks under six designed operational models were investigated. Based on the performance of the nitrogen removal of the saran lock carriers and the distribution of anoxic–aerobic interspace under the suitable operation model, the mechanism of nitrogen removal of the system was also explored. The results revealed that the intermittent aeration under parallel model is the most suitable operation model, while the removal efficiencies of CODcr, ammonia, and the total nitrogen were 86.86%, 84.04%, and 80.96%, respectively. The effluent concentration of CODcr,ammonia, and the total nitrogen were 55.6 mg/L, 8.3 mg/L, and 12.0 mg/L, which satisfy both the discharge standard of pollutants for livestock and poultry breeding industry(GB18596–2001) and the first grade of the integrated wastewater discharge standard(GB 8978–1996). Moreover, the mechanism for the nitrogen removal should be attributed to the plenty of anoxic–aerobic interspaces of the biofilm and the three-dimensional spiral structure of the saran lock carriers, where the oxygen-deficient distribution was suitable for the happening of the simultaneous nitrification and denitrification process. Therefore, the multilevel contact oxidation tanks system is an effective pathway for the treatment of the poultry farm wastewater on the strength of a suitable operation model and novel carriers.     

中国典型城市PM2.5浓度时空演绎规律及影响因素分析

为探讨空气中ρ（PM_2.5）的空间集聚特征和气候、大气成分变量对空气中ρ（PM_2.5）的影响,利用首批纳入PM_2.5监测的74个城市的ρ（PM_2.5）数据计算Moran's I指数,并选取其中38个典型城市进行计量分析.在基于引力模型的空间权重矩阵基础上,构建面板数据SDM（空间面板杜宾模型）.结果表明:ρ（PM₁₀）、ρ（SO₂）、ρ（CO）、ρ（O₃）、RH（relative humidity,相对湿度）与城市ρ（PM_2.5）呈正相关,而T（temperature,温度）和WS（wind speed,风速）与城市ρ（PM_2.5）呈负相关;ρ（PM₁₀）、ρ（CO）、RH是位于前3位影响城市ρ（PM_2.5）的关键性因素,其总效应分别为0.720 1、0.241 7、0.133 9.地理上邻近城市ρ（PM_2.5）具有明显的外部空间溢出效应,即邻近城市ρ（PM_2.5）每增加10百分点,将导致该地区ρ（PM_2.5）增长6.12百分点.300 km左右是保证PM_2.5区域"联防联控"最佳效果的最大门槛距离,超过该门槛距离,区域"联防联控"的力度和效果会随着距离的增加而逐渐减弱;当门槛距离大于500 km时,ρ（PM_2.5）的空间自相关性不显著.气候变量中,RH和ρ（PM_2.5）呈同方向变化,而T、WS与ρ（PM_2.5）呈反方向变化.研究显示,关注单一地区或单一因素（气候或大气成分）均不能有效控制PM_2.5污染,在保持经济稳定增长的前提下,各地治理PM_2.5应从调整产业结构、优化能源结构、完善防控机制等多个维度共同推进,促使经济增长方式早日从"粗放型"向"集约型"转变.      

基于DPSR模型的区域河流健康综合评价指标体系研究

深入的河流健康状态评价技术研究,有助于管理者了解河流现状,尤其是健康状况,进而合理地开发利用河流,实现河流生态、经济、文化的可持续发展.研究基于DPSR(驱动力D-压力P-状态S-响应R)模型,构建了河流健康评价理论框架,遵循科学性、系统性、稳定性、可比性原则,从驱动力、压力、状态、响应4个维度构建区域河流健康综合评价指标体系.研究可为水生态环境健康管理提供决策依据,对于区域河流恢复、生态环境建设、转变经济增长方式及社会的可持续发展有着重要的理论和现实意义.     

丹江口水库氮磷内源释放对比

利用柱状沉积物采样器在丹江口水库采集不同点位原位柱状沉积物,通过静态培养释放实验及间隙水分子扩散模型两种方法获取沉积物-水界面N和P释放速率,分析水体N和P释放特征.结果表明,不同采样点N和P界面交换速率差异显著.静态培养条件下,5个点位NH_4~+-N和PO_4~(3-)-P释放速率分别为13. 07～24. 88 mg·(m~2·d)~(-1)和3. 06～6. 02 mg·(m~2·d)~(-1);分子扩散模型条件下,5个点位NH_4~+-N和PO_4~(3-)-P释放速率分别为2. 67～7. 25 mg·(m~2·d)~(-1)和0. 04～0. 18 mg·(m~2·d)~(-1). N和P释放速率总体呈北高南低的趋势,支流N和P最低释放速率分别是主库区最高释放速率的1. 48和1. 57倍.两种方法均表明郭家山支流N和P的释放速率最高,具有较大内源N和P释放风险.比较两种方法发现,利用Fick定律计算出的界面N和P释放速率明显小于柱样模拟方法得出的结果,N和P的R/F值分别为3. 43～4. 98和29. 67～72. 88,这表明用分子扩散模型法进行内源释放速率估算时,偏离真实情况较大,而原柱样静态模拟实验则较贴近真实情况.     

城市生活垃圾场处理技术模糊综合评价

通过对一个待建的城市生活垃圾场处理技术的综合分析，建立一个相对完整的指标体系，然后用模糊数学的方法，对指标体系进行量化、归一化，得到一个通用的评价模型，并运用此模型对该垃圾的垃圾处理方式进行评价，最后提出卫生填埋是当前较为合理的处理方式。