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181.
制备了钾改性正硅酸锂(K-Li4SiO4),并对其进行了自活化,考察了活化后K-Li4SiO4吸附剂在不同温度和CO2浓度气氛中吸附CO2的性能及动力学行为。总体而言,吸附剂的CO2吸附能力随着温度的升高、CO2浓度的增加而提升。在700℃、100%体积分数CO2气氛中吸附剂的吸附量最大,可达7.9 mmol/g,吸附剂的利用率为95.2%。利用双指数模型能够很好地描述吸附剂在各个温度以及各个CO2浓度气氛下的CO2吸附过程。吸附活化能随着CO2气氛浓度的升高而降低,CO2体积分数为20%,50%,100%时的吸附活化能分别为26448,14035,6178 J/mol。 相似文献
182.
本文选取中国280个地级市2009—2018年的面板数据为研究样本,探究城市蔓延与雾霾污染之间的作用机制。以私人交通为门槛变量,考察城市蔓延对雾霾污染的门槛效应。研究结果表明:(1)城市蔓延对雾霾污染的影响呈现出先降后升的U形曲线特点;(2)私人交通对雾霾污染的影响表现为倒U形的曲线特征,即随着私人交通发展水平的提高,雾霾污染呈现先增后减的趋势;(3)城市蔓延对雾霾污染的影响存在双重门槛效应,当私人交通的门槛值小于第一个门槛值(e11.6130=110 525辆)时,城市蔓延会加剧雾霾污染;当私人交通的门槛值介于第一个门槛值和第二个门槛值(e12.2473=208 417辆)之间时,城市蔓延对雾霾污染的影响系数为正,但未通过显著性检验;当私人交通跨过第二个门槛值时,城市蔓延水平的提高有助于抑制雾霾污染。研究城市蔓延、私人交通与雾霾污染这三者之间的关系对于促进城市的健康可持续发展具有重要的意义。 相似文献
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184.
“朦胧中被一阵熟悉的吵闹惊醒:‘作家文摘、环球时报、京华时报、娱乐信报!’那是楼下报刊亭准点发出的叫卖,每隔四五秒钟便重复一次。那喊叫声沿45度‘声道’冲向对面一二十米远的宿舍大楼,又反弹回来冲向隔街的公寓大楼。回响效果更加大了音量,即使顶层也无法幸免。 相似文献
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186.
Using the nematode Caenorhabditis elegans as a model animal for assessing thetoxicity induced by microcystin-LR 总被引:1,自引:0,他引:1
Among more than 75 variants of microcystin(MC),microcystin-LR(MC-LR) is one of the most common toxins.In this study,the feasibility of using Caenorhabditis elegans to evaluate MC-LR toxicity was studied.C.elegans was treated with MC-LR at different concentrations ranging from 0.1 to 80 μg/L.The results showed that MC-LR could reduce lifespan,delay development,lengthen generation time,decrease brood size,suppress locomotion behavior,and decreases hsp-16-2-gfp expression.The endpoints of generation time,brood... 相似文献
187.
Development and application of a two-dimensional water quality model for theDaqinghe River Mouth of the Dianchi Lake 总被引:1,自引:1,他引:0
Water quality models are important tools to support the optimization of aquatic ecosystem rehabilitation programs and assess their efficiency. Basing on the flow conditions of the Daqinghe River Mouth of the Dianchi Lake, China, two-dimensional water quality model was developed in the research. The hydrodynamics module was numerically solved by the alternating direction iteration (ADI) method. The parameters of the water quality module were obtained through the in situ experiments and the lab analyses that were conducted from 2006 to 2007. The model was calibrated and verified by the observation data in 2007. Among the four modelled key variables that were water level, CODcr, NH3-N and PO4-P, the minimum value of the coefficient of determination (CoD) was 0.69, which mean the model performed reasonably well. The developed model was then applied to simulate the water quality changes at the downstream cross-section assuming that the designed restoration programs were implemented. According to the simulated results, the restoration programs could cut down the loads of CODcr and PO4-P about 15%, however, they would have very little effect on the NH3-N removal. Besides, the water quality at the outlet cross-section would be still in class V (3838-02), indicating more measures should be taken to further reduce the loads. The study demonstrated the capability of water quality models to support aquatic ecosystem restorations. 相似文献
188.
A laboratory scale test was conducted in a combined membrane process (CMP) with a capacity of 2.91 m3/d for 240 d totreat the mixed wastewater of humidity condensate, hygiene wastewater and urine in submarine cabin during prolonged voyage.Removal performance of chemical oxygen demand (COD), ammonia nitrogen (NH4+-N), turbidity and anionic surfactants (LAS)was investigated under di erent conditions. It was observed that the e uent COD, NH4+-N, turbidity and LAS flocculated in ranges of0.19–0.85 mg/L, 0.03–0.18 mg/L, 0.0–0.15 NTU and 0.0–0.05 mg/L, respectively in spite of considerable fluctuation in correspondinginfluent of 2120–5350 mg/L, 79.5–129.3 mg/L, 110–181.1NTU and 4.9–5.4 mg/L. The e uent quality of the CMP could meet therequirements of mechanical water and hygiene water according to the class I water quality standards in China (GB3838-2002). Theremoval rates of COD, NH4+-N, turbidity and LAS removed in the MBR were more than 90%, which indicated that biodegradationis indispensable and plays a major role in the wastewater treatment and reuse. A model, built on the back propagation neural network(BPNN) theory, was developed for the simulation of CMP and produced high reliability. The average error of COD and NH4+-N was5.14% and 6.20%, respectively, and the root mean squared error of turbidity and LAS was 2.76% and 1.41%, respectively. The resultsindicated that the model well fitted the laboratory data, and was able to simulate the removal of COD, NH4+-N, turbidity and LAS. Italso suggested that the model proposed could reflect and manage the operation of CMP for the treatment of the mixed wastewaters insubmarine. 相似文献
189.
基于高光谱特征提取的藻类叶绿素a反演模型 总被引:1,自引:0,他引:1
选取自然界中分布较广泛的小球藻和铜绿微囊藻为研究对象,进行室内藻类光谱试验,同步测定其ρ(叶绿素a),并分别建立基于混合高斯函数的小球藻和铜绿微囊藻高光谱信息模型. 在此基础上,利用模拟退火算法实现模型的非线性参数拟合,提取这2种藻的高光谱特征,通过非线性回归分析,反演得到分解后的高光谱信息模型的峰高(hi)与ρ(叶绿素a)的定量模型,实现对水体中小球藻和铜绿微囊藻ρ(叶绿素a)的预测. 结果表明:藻类高光谱特征提取算法能有效揭示小球藻和铜绿微囊藻的光谱本质特征,并得出相应的小球藻和铜绿微囊藻叶绿素a反演模型. 相似文献
190.
沂河4条支流浮游植物多样性季节动态与水质评价 总被引:10,自引:2,他引:8
2006年11月—2007年8月对沂河4条支流水体浮游植物展开调查. 结果表明:东汶河、蒙河、涑河和柳青河内检测到的浮游植物分别为75,67,70和80种,浮游植物种类组成和细胞密度季节变化明显. 东汶河、蒙河、涑河和柳青河水体浮游植物Shannon-Wiener指数分别为2.97~3.96,3.05~3.35,2.86~4.02和1.74~2.89;Margalef指数分别为2.92~4.42,2.44~4.03,3.07~5.38和1.23~2.76;Pielou指数分别为0.78~0.92,0.71~0.94,0.73~0.89和0.48~0.90. 4条支流的细胞密度分别为1.54×107~5.69×107,0.28×107~12.64×107,0.97×107~3.19×107和4.17×107~9.96×107 L-1. 综合水质评价结果:东汶河和蒙河为β-中污型—寡污型,涑河为β-中污型—清洁型,柳青河为α-中污型—β-中污型. 水质从优至劣排序为涑河>东汶河>蒙河>柳青河. 东汶河和涑河为温度制约型,蒙河和柳青河为温度和营养盐制约型. 相似文献