国家级新区产城融合的耦合协调评价--以舟山群岛新区和青岛西海岸新区为例

国家级新区具有产城融合发展的示范作用,这种示范作用是否达到政策预期是值得探讨的。研究基于产城相互作用机制,构建了产城融合指标体系,运用熵值法、耦合协调度模型对舟山群岛新区和西海岸新区两个地区2014—2018年产业发展与城市功能的发展水平,以及两者之间的协调度进行了测度和分析。结果发现:①两新区初期均呈现出不同程度的不平衡状况,但整体趋于良性发展。②后期两区在一定程度上实现了产城融合,不过发展空间仍然较大。③两新区由于发展条件不一,呈现出不同的发展态势。鉴于此,国家级新区在推进城市产城融合时应遵循因地制宜的原则,及时根据新区的发展现状采取相应的发展调控策略。     

中国区域HCFC-142b排放量模式反演研究

利用拉格朗日粒子扩散模式FLEXPART结合上甸子区域本底站在线观测HCFC-142b数据,采取自上而下的反演方法,估算了2009和2010年中国HCFC-142b的排放量分别为10.82kt/a和15.42kt/a,分别占全球HCFC-142b排放量的29.7%和45.8%.反演HCFC-142b排放量的空间分布结果显示其排放源主要集中在京津冀、四川、山东西部以及长江中下游地区,与相关研究中自下而上方法获得的排放量分布一致.模式反演源较先验源更接近观测数据,2009年相关系数从0.38提高到0.47,2010年相关系数则从0.60提高到0.65.     

Simulation of long-term nutrient removal in a full-scale closed-loop bioreactor for sewage treatment: an example of Bayesian inference

In this study, the performance of nitrogen and phosphorus removal in a full-scale closed-loop bioreactor (oxidation ditch) system was simulated using the ASM2d model. Routine data describing the process for two years were compiled for calibration and validation. To overcome the identifiability problem, the classic Bayesian inference approach was utilized for parameter estimation. The calibrated model could describe the long-term trend of nutrient removal and short-term variations of the process performance, showing that the Bayesian method was a reliable and useful tool for the parameter estimation of the activated sludge models. The anoxic phosphate uptake by polyphosphate accumulating organisms (PAO) contributed 71.2% of the total Poly-P storage, which reveals the dominance of denitrifying phosphorus removal process under the oxygen limiting conditions. It was found that 58.7% of the anoxic Poly-P storage and denitrification by PAO in the reactor was achieved in the aerated compartment, implying that the PAO’s anoxic activity was significantly stimulated by the low dissolved oxygen (DO) level in this compartment due to the oxygen gradient caused by brush aerator.     

煤层瓦斯压力测定的合理封孔注浆压力研究

煤层瓦斯压力测定是煤矿安全生产基础参数测定的重要内容之一,测压成功的关键是封孔技术。当围岩裂隙较发育时需要采用压力注浆封孔,注浆压力就成为封孔的技术关键。为了确定一定围岩岩性条件下的合理封孔注浆压力,采用数值模拟的方法对测压钻孔塑性区大小进行了仿真模拟,并根据浆液渗流规律和钻孔围岩性质之间的关系建立了浆液流动数学模型,得出了合理的注浆压力为4MPa,结合新型“两堵一注”囊袋式封孔装置与CPD8M型煤层瓦斯压力自动测定仪进行了现场应用,结果表明4MPa的注浆压力满足平煤十三矿试验现场围岩条件下的封孔要求,对同类条件下瓦斯压力测定具有一定的指导意义。     

基于小波神经网络的地下水流数值模拟模型的替代模型研究

以吉林西部为研究区,建立地下水流数值模拟模型,分别应用蒙特卡罗方法和拉丁超立方方法在研究区10个县(市)开采量的可行范围内进行采样,经对比选择拉丁超立方抽样结果得到输入(开采量)—输出(水位降深)数据集,建立小波神经网络模型作为地下水流数值模拟模型的替代模型,而后对替代模型有效性作误差分析,并与多元非线性回归替代模型进行对比.结果显示,2种替代模型在功能上都能逼近地下水流数值模拟模型,但小波神经网络模型得到的水位降深均值和水位降深剩余标准差与模拟模型计算结果的相对误差分别低于多元非线性回归模型76%和45%,说明小波神经网络模型更适合作为地下水流数值模拟模型的替代模型,这为减少优化模型求解过程中直接调用模拟模型所造成的计算负荷提供了一种有效的替代方法.     

基于卫星遥感的广东地区对流层二氧化碳时空变化特征

利用瓦里关全球本底站和番禺气象局地面观测的CO2浓度资料对SCIAMACHY反演得到的对流层CO2产品进行验证.结果显示:SCIAMACHY产品能较好地反映对流层CO2的分布状况,在珠三角地区反演和观测的残差为1.29×10-6,相关系数为0.69,可用于分析区域对流层CO2的时空分布特征.利用2003~2009年SCIAMACHY观测资料分析研究显示:广东地区对流层CO2柱浓度最高值出现在春季,最低值出现在夏季,浓度年均值和年增长率分别为384.84′10-6和1.53′10-6/a,大于全球和我国同期的观测结果;粤东、粤西、粤北和珠三角地区的浓度均在春、冬季显著高于夏季、秋季 ,相同季节内各区域之间的差异不显著;粤西地区CO2柱浓度的年增长率最高,为1.82′10-6/a,珠三角和粤东地区的年增长率相当,分别为1.65,1.64′10-6/a,粤北地区的年增长率最低,为1.61′10-6/a.     

聚硫代酰胺修饰活性炭对Au(Ⅲ)的选择性吸附效果与机制

通过在活性炭(AC)上原位合成聚硫代酰胺(PTA),成功制备了一种聚硫代酰胺修饰的活性炭基吸附材料(AC-PTA),研究其对废水中三价金[Au(Ⅲ)]的选择性吸附效果及机制.结果表明,AC-PTA在较宽的pH范围(＜5.0)内对多金属离子共存溶液中的Au(Ⅲ)表现出优异的选择性吸附性能,Au(Ⅲ)的剩余浓度小于0.1m...     

2002~2009年兰州PM10人体健康经济损失评估

参考近年来公开发表的国内外流行病学文献,筛选出PM10的健康效应终点和适合于兰州地区的暴露-反应关系系数,对2002~2009年兰州地区PM10人体健康经济损失进行了计算.结果表明2002年以来兰州地区PM10人体健康经济损失并未明显升高,而是逐年波动;年损失值均在10亿元以上,其中2009年最高为16.6亿元; PM10人体健康经济损失与GDP的比值呈明显下降的趋势.     

以梭鱼金属硫蛋白基因表达监测海洋重金属污染

分离了梭鱼金属硫蛋白132个碱基对应44个氨基酸的部分基因序列,以此为基础建立了分析梭鱼金属硫蛋白基因表达的实时定量PCR方法,并用于分析渤海南戴河和大神堂近岸海域野生梭鱼金属硫蛋白基因的表达.结果表明,南戴河野生梭鱼金属硫蛋白基因的表达水平(雄鱼:0.012 ± 0.0064 copies/copy β-actin;雌鱼:0.0099 ± 0.0042 copies/copy β-actin)明显高于大神堂野生梭鱼的表达水平(雄鱼:0.0017± 0.0011 copies/copy β-actin;雌鱼:0.0014 ± 0.00095 copies/copy β-actin).该结果与两地野生梭鱼体内重金属残留水平相一致,提示梭鱼金属硫蛋白基因可作为监测海洋重金属污染的敏感标志物之一.     

Preliminary study of groundwater denitrification using a composite membrane bioreactor

A composite membrane bioreactor (CMBR) integrating the immobilized cell technique and the membrane separation technology was developed for groundwater denitrification. The CMBR had two well mixed compartments with one filled with the nitrate- containing influent and the other with a dilute ethanol solution; the compartments were separated by the composite membrane consisting of a microporous membrane facing the influent and an immobilized cell membrane facing the ethanol solution. Nitrate and ethanol molecules diffused from the respective compartments into the immobilized cell membrane where nitrate was reduced to gaseous nitrogen by the denitrifying bacteria present there with ethanol as the carbon source. The microporous membrane was attached to one side of the immobilized cell membrane for retention of the disaggregated bacteria. Relative to the single dose of external ethanol, the two-dose supplementation produced better treatment results as evidenced by the lower concentrations of NO3--N and ethanol (as measured by total organic carbon) of the effluent. The batch treatment in CMBR removed most of the nitrate in the influent and attained a stable denitrification rate of 0.1 g·m^-2·h^-1 for most of the 96-h cycles during the 30-cycle study. The effluent was essentially free of ethanol and nitrite nitrogen.