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271.
272.
深化内部改革的实践与思考 总被引:1,自引:0,他引:1
戚万里 《环境监测管理与技术》2000,12(4):1-3
介绍了杭州市环境监测中心站进行内部改革的总体目标,指导思想、基本做法和初步成效。提出了统一思想,提高认识,转变观念是做好改革工作的前提;征询意见,深入调查是制订改革方案的必要过程;完善考核制度是改革工作取得成效的保障。指出改革是大趋势,需要以科学、严谨的态度,不断充实和完善其实质内容。 相似文献
273.
Jeremy?Andy?DominicEmail author Ahmad?Zaharin?ArisEmail author Wan?Nor?Azmin?Sulaiman Wan?Zakaria?Wan?Md?Tahir 《Environmental monitoring and assessment》2016,188(3):191
The approach of this paper is to predict the sand mass distribution in an urban stormwater holding pond at the Stormwater Management And Road Tunnel (SMART) Control Centre, Malaysia, using simulated depth average floodwater velocity diverted into the holding during storm events. Discriminant analysis (DA) was applied to derive the classification function to spatially distinguish areas of relatively high and low sand mass compositions based on the simulated water velocity variations at corresponding locations of gravimetrically measured sand mass composition of surface sediment samples. Three inflow parameter values, 16, 40 and 80 m3 s?1, representing diverted floodwater discharge for three storm event conditions were fixed as input parameters of the hydrodynamic model. The sand (grain size?>?0.063 mm) mass composition of the surface sediment measured at 29 sampling locations ranges from 3.7 to 45.5 %. The sampling locations of the surface sediment were spatially clustered into two groups based on the sand mass composition. The sand mass composition of group 1 is relatively lower (3.69 to 12.20 %) compared to group 2 (16.90 to 45.55 %). Two Fisher’s linear discriminant functions, F 1 and F 2, were generated to predict areas; both consist of relatively higher and lower sand mass compositions based on the relationship between the simulated flow velocity and the measured surface sand composition at corresponding sampling locations. F 1?=??9.405?+?4232.119?×?A???1795.805?×?B?+?281.224?×?C, and F 2?=??2.842?+?2725.137?×?A???1307.688?×?B?+?231.353?×?C. A, B and C represent the simulated flow velocity generated by inflow parameter values of 16, 40 and 80 m3 s?1, respectively. The model correctly predicts 88.9 and 100.0 % of sampling locations consisting of relatively high and low sand mass percentages, respectively, with the cross-validated classification showing that, overall, 82.8 % are correctly classified. The model predicts that 31.4 % of the model domain areas consist of high-sand mass composition areas and the remaining 68.6 % comprise low-sand mass composition areas. 相似文献
274.
微藻固碳已经成为消减温室气体排放的新的研究热点。利用静态吸收方法,考查了通人纯CO2对普通小球藻生长特点、固定CO2效率以及藻液pH值变异的影响。结果表明:通入纯CO2使小球藻生长延滞期显著延长,比普通培养延长10~12d,对其他生长阶段的影响不大;小球藻固定CO2速率可分为2个过程,即物理固碳过程和生物固碳过程,前者在藻细胞延滞期发生,峰值由CO。溶解于培养液造成,后者在藻细胞生长的指数期、稳定期和衰退期发生,峰值由藻细胞指数生长造成,2个过程中,固定CO2速率的变化趋势都是先增大后降低;纯CO2条件下,藻液pH值变化速率高,4d内,藻液即被酸化,随后藻液pH值变化速率逐渐降低,且pH值稳定在适宜水平。因此,采用小球藻固定高浓度CO2时,建议提高接种量并加强培养前期的pH值监测和调控,以保证藻液保持适宜的pH值,并缩短培养时间,提高生物固碳效率。 相似文献
275.
Yi Q. Wan Xue J. Mao Ai P. Yan 《Journal of environmental science and health. Part. B》2013,48(4):315-324
Gas chromatography with nitrogen phosphorus detector (GC-NPD) was applied to the simultaneous determination of 15 organophosphorus and 6 organonitrogen pesticides residues in Angelica sinensis. The pesticides were extracted by microwave-assisted extraction (MAE) and ultrasound-assisted extraction (UAE) techniques, respectively. The experimental variables were optimized through orthogonal array experimental design. Cleanup of extracts was performed with column chromatography using florisil and neutral aluminum as the sorbents. The determination of pesticides in the final extracts was carried out by GC-NPD. Under optimized conditions, the average recoveries obtained from MAE and UAE are in the range of 75.1–129% and 70.6–129%, respectively, and the relative standard deviations of MAE and UAE were 3.1–10.6% and 1.0–17.8%, respectively. 相似文献
276.
Calvin R. Brunner Courtney H. Brown 《Journal of the Air & Waste Management Association (1995)》2013,63(10):1297-1304
Biomedical wastes are generated by hospitals, laboratories, animal research facilities, and by other institutional sources. The disposal of these wastes is coming under critical public scrutiny, and regulations are being promulgated to control their disposal. Incineration is not a final disposal method since it generates a solid residue (ash) which must be buried or otherwise disposed. The incineration process, however, renders the waste non-toxic, non-hazardous, and non-putrescible, and reduces the volume of material for ultimate disposal by an order of magnitude. In some instances, the residue may have high levels of heavy metals; however, this is the exception rather than the rule. 相似文献
277.
Noel de Nevers Kin Wan Lee Neil H. Frank 《Journal of the Air & Waste Management Association (1995)》2013,63(10):995-1000
The highest values in annual TSP distributions fall below the best-fit, log-normal straight line more than one would expect from ordinary sampling statistics but not dramatically so. The lowest values in annual TSP distributions overwhelmingly fall below the best-fit, log-normal straight line. The most highly improbable high values above the best-fit line in such distributions are very questionable and probably do not represent true air quality values. The most improbable cases of highest values falling below the best-fit, log-normal line are the result of data artifacts at the opposite end of the data distribution. They do not represent low probabilities and probably do represent true air quality values. The most improbable low values are all of highly doubtful validity. 相似文献
278.
铝污泥吸附六价铬的特征和机理 总被引:1,自引:0,他引:1
铝污泥是给水处理过程中不可避免的副产物,为了解其资源化利用作为吸附剂对Cr(Ⅵ)的吸附行为和吸附特征,本研究通过静态实验研究了铝污泥的水解特征、Cr(Ⅵ)在铝污泥上的吸附机理和影响因素。结果表明,(1)铝污泥表面的主要官能团为羟基、SO24-和Cl-;(2)铝污泥与Cr(Ⅵ)的吸附过程中,液相中Cr(Ⅵ)的浓度随吸附时间延长而降低(由20 mg/L降为15.42 mg/L),同时,液相中pH由6.01升高为7.06、SO24-由8.79 mg/L升高为11.40 mg/L、Cl-由10.54 mg/L升高为11.88 mg/L,这一结果表明,HCrO4-与铝污泥表面的羟基、SO24-、Cl-等官能团交换,其吸附机理为配体交换;(3)pH是影响Cr(Ⅵ)在铝污泥上的吸附量的主要因素,当pH由4.0升高至10.0时,吸附容量由7.63 mg/g下降为0.70 mg/g。实验表明,铝污泥作为一种新型的Cr(Ⅵ)吸附剂具有较高吸附能力和应用前景,并为优化吸附工艺提供了技术支撑。 相似文献
279.
采取固定床连续式水处理方式,实验研究了在固体催化剂作用下微量臭氧催化氧化深度处理地下煤气化废水的效果.结果表明,当处理COD为300 mg,/L左右的该类型废水时,加入微量臭氧,水处理装置COD去除率提高了45%,平均1 mg的臭氧处理了2.4 mg有机物;当废水COD为200 mg/L左右,进水速度为1 L/h时,最佳臭氧投加量为每升废水20 mg左右的臭氧,此时气水比为15:1左右;同时实验发现,不同COD的废水色度均可以被有效去除.通过与其他类似的实验研究比较发现,微量臭氧催化氧化技术具有成本优势. 相似文献
280.