Applied Mechanics and Materials
Vol. 372
Vol. 372
Applied Mechanics and Materials
Vol. 371
Vol. 371
Applied Mechanics and Materials
Vols. 368-370
Vols. 368-370
Applied Mechanics and Materials
Vol. 367
Vol. 367
Applied Mechanics and Materials
Vols. 365-366
Vols. 365-366
Applied Mechanics and Materials
Vol. 364
Vol. 364
Applied Mechanics and Materials
Vols. 361-363
Vols. 361-363
Applied Mechanics and Materials
Vols. 357-360
Vols. 357-360
Applied Mechanics and Materials
Vols. 353-356
Vols. 353-356
Applied Mechanics and Materials
Vols. 351-352
Vols. 351-352
Applied Mechanics and Materials
Vols. 347-350
Vols. 347-350
Applied Mechanics and Materials
Vol. 346
Vol. 346
Applied Mechanics and Materials
Vol. 345
Vol. 345
Applied Mechanics and Materials Vols. 361-363
Paper Title Page
Abstract: This research aims to treat pharmaceutical wastewater with the ZnO-TiO2composite material prepared by the sol-gel method. It examines and analyzes the causes and effects of ZnO‘s doping ratio, calcination temperature calcination time and irradiation time on ZnO-TiO2 composite photocatalyst material’s degradation of pharmaceutical wastewater. Both the undoped TiO2 test and the blank test are done for its reference and contrast.
736
Abstract: This thesis put the main emphasis on how to utilize the solid waste, that is the offscum, to apply into landscaping after reprocessing. This thesis starts form discussing the building materials in landscaping and the specialness of construction, then tries to analyze the structure of every element in landscape construction, tries to select the industrial waste that can be applied into landscape construction from numerous industrial waste recycling products, and give a brief introduction of its mechanism and method. Besides, this thesis calls on modern landscape architect to actively utilize the waste to construct landscape, for not only lower project cost, but also more environment protection. Keywords: industrial waste; landscape; utilize, environment
740
Abstract: The relationship between bacterioplankton community composition and environmental factors in a constructed small-scale reservoir was studied. Polymerase chain reaction (PCR) - denaturing gradient gel electrophoresis (DGGE) fingerprinting was used to detect plankton communities. Species composition of the sites was heterogeneous; 60 % of the total species were restricted to single samples and only 2 bands were found in all investigated samples. Clustering analysis illustrated a strong correlation between samples taken from same sites. Canonical correspondence analysis (CCA) results showed that bacterioplankton community composition was primarily correlated with NO3--N and CODCr. Bacterioplankton community composition could reflect the environmental conditions to some extent.
747
Abstract: Seven typical surface sediments were collected along the flow direction in the hypertrophic Qixinghu lake located in Nansi Lake Basin. The sediments were evaluated on the basis of phosphorus (P) fractionation by sequential extraction scheme. Sedimentary phosphorus were fractioned into six forms (Ex-P, Al-P, Fe-P, BD-P, Ca-P and Org-P) to reveal phosphorus removal mechanism. The rank order according to the content of P-fractions was Ca-P > Org-P > Al-P > Fe-P > Ex-P > BD-P. The permanent Ca-P showed considerable contribution (41.97%-73.15%) to the sedimentary P-loads. The relative contributions of Ex-P to total sedimentary phosphorus (TP) ranged from 0.91% to 4.64%, which was positively correlated with alkaline phosphatase activity (r=0.8480). TP and Org-P were positively correlated with organic matter (OM) (r=0.8577 and r=0.9237, respectively). Total phosphorus concentration in the sediment fluctuated with changes in water quality and substrate characteristics. The high content of sedimentary metal elements and OM are contributed to the phosphorus accumulation and adsorption.
751
Abstract: Over discharge of fluoride will cause the environment pollution and human harm. Experiments were performed with the simulated fluoride wastewater to study the removal of fluoride. The effects on the residual fluoride concentration were investigated using lime-sedimentation and coagulation/sedimentation. The results showed that the fluoride contents were among 30mg/L-50mg/L, with lime alone. The fluoride concentration decresde to 30mg/L-40mg/L, using the combination of Ca(OH)2+PAM. The residual fluoride concentrations of 600mg/L, 900mg/L, 1200mg/L fluoride wastewater remained below 10mg/L by the combination of Ca(OH)2+PAM+PAC. It suggested PAM and PAC has an important increase effect on the fluoride removal. The suitable conditions for defluoridation with Ca(OH)2+PAM+PAC: PAC was 0.2mL, fluoride-calcium ratio was 2:1.1.
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Abstract: The adsorption capacity was compared for the dye wastewater onto adsorbent MnO2. The effects of contact time and dosage of adsorbent were studied. The adsorption kinetics was analyzed. The results showed that MnO2 possessed higher adsorption capacity to Methylene blue than Methyl orange which the removal efficiency could reached 94.82%and 78.63% respectively under the conditions (the dosage1.2g/L, time 60min, initial dye concentration 50mg/L, pH7). The dynamical data fit well with the pseudo second order kinetic model. The MnO2 has higher Methylene blue adsorption capacity in short equilibrium times and are good alternative in wastewater treatment.
760
Abstract: The ammonia nitrogen (NH4-N) removal enhanced by biological aerobic filter (BAF) packed with novel micro-mesoporous lightweight zeolite particles (LZP) as carrier. The results showed that the biofilm can quickly grow up using LZP as media in the BAF. HLR of 1.2 was chosen as the optimal value under the average influent NH4+-N concentration of 24.6 mg/L, percent NH4-N removal of 87% and NLR of 0.24 kgN/m3.d was achieved. The kinetic performance of the LZP-BAF indicated that the relationship of NH4-N removal efficiency with the L could be described by an exponential equation (Ce/Ci=exp (-1.24/L0.344)).
764
Abstract: Halogenated trihalomethanes (THMs) is a major kind of disinfection byproducts (DBPs) usually found in waters disinfected with chlorine. Because of concerns over the health effects of DBPs, the formation and change of DBPs precursors from two water pipelines in a northern city in China was investigated. Ten monitoring sites were set in water distribution system to study THMs and its composition. The results show that THMs concentration in the pipeline changed with seasons, the range was 90-212μg/L, and THMs concentration fluctuated greatly at three sites.
768
Abstract: The dynamic adsorption experiment of 2,4,6-trichlorophenol (TCP) to the modified activated carbon (MAC) was studied.The experimental results show that the dynamic adsorption effect of MAC for 2,4,6-TCP is favorable, and the penetrative point is 33h, the balance point is 99h. In addition, Yoon-Nelson model can accurately predict the penetration characteristics of 2,4,6-TCP solution on the modified activated carbon column, where ln[Ci/C0-Ci] and t keep a good linear relationship, and the correlation coefficient R2= 0.9727. Time t of 50% penetration concentration, penetration point t1 ,and balance point t2 calculated by Yoon-Nelson model fit with the experimental datas well.
772
Abstract: Understanding the characteristic of leachate is important since it has complexity properties because of the variation in its composition. This study, analyzed and compared two leachate from two landfill sites, namely, Matang and Kuala Sembeling landfill. Leachate raw samples were collected by grab sampling and were analyzed for 11 parameters. The average concentrations of MLS and KSLS leachate such as BOD5 (146 and 61 mg/L), COD (828 and 363 mg/L), pH (7.6 and 8), SS (407 and 220 mg/L), ammonia (868 and 367 mg/L) , BOD/COD (0.18 and 0.14), cadmium (0.19 and 0.1 mg/L), cuprum (0.09 and 0.1 mg/L), nickel (0.17 and 0.1 mg/L), manganese (0.09 and 0.22 mg/L), and ferum (2.3 and 8.3 mg/L) were recorded, respectively. The results revealed that the both landfills are categorized as partially stabilized leachate. The strength of leachate pollutants from MLS are higher than KSLS because of the higher fraction of organics concentration. There are 5 parameters (BOD5, COD, ammonia, SS and cadmium) in MLS and 7 parameters (BOD5, COD, ammonia, SS, cadmium, manganese and ferum) in KSLS exceeded the permissible limit stated by MEQA (1974), and so leachates from both landfill sites need a suitable treatment to reduce the concentration of the leachate pollutants before discharge into environment.
776