共查询到18条相似文献，搜索用时 171 毫秒
1.
混凝法用于污水处理的实验研究 总被引：4，自引：2，他引：4
用混凝法处理洗浴污水，并把处理后的水作为中水回用。影响污水处理效果的因素有混凝剂的种类，混凝剂投加量，水力条件等方面。混凝法处理洗浴废水的最佳条件是：选择比较便宜易得的混凝剂（硫酸铝）采用适宜混凝剂浓度（5％），强化混凝反应强度和时间（强搅拌 较长的反应时间），投加适量的混凝剂（90mg/L)。在最佳试验条件下，可以使处理后的洗浴废水达到中水回用标准和生活杂用水标准。 相似文献
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药剂与粉煤灰联合处理再生造纸废水的实验研究 总被引：2，自引：1，他引：1
通过混凝实验探讨了用PAC处理再生造纸废水的最佳混凝条件.在此基础上,选用PAM为助凝剂,通过正交实验,获得了较佳的水平条件:先加PAM,质量浓度为3 mg/L,后加PAC,质量浓度为0.2 g/L,反应9 min;处理后的出水经粉煤灰过滤,ρ(COD)可降至37.383 mg/L,ρ(BOD)为20.7 mg/L,浊度为0,pH为11.12,在空气中放置24 h后pH变为8.02. 相似文献
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运用正交设计原理,通过具有代表性的试验,研究分析了各因素对泥浆固发离效果的影响,结果表明,影响混凝析主次因素为：混凝剂浓度、加量、搅拌时间。并指出混凝剂选择的方法和应注意的问题,以供工程参考。 相似文献
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微生物絮凝剂的絮凝性能研究 总被引：15，自引：0，他引：15
研究了微生物絮凝剂“Dtjm-1”的絮凝性能，通过改变废水初始pH值，调整废水中阳离子种类、阳离子浓度及改变发酵液的离心条件和投加体积，得出絮凝剂“Dtjm-1”的最佳絮凝条件为：废水pH值7.2-8.0；能较好促进絮凝的离子有Al^3 ,Ca^2 ,它们最适合的浓度为每升废水中加入0．75－1g/L；发酵液的投加体积为（0.075-0.080):1(体积比）；发酵液较好的离心条件为n=4000r/min,t=30min。通过不同废水絮凝效果试验表明，得出絮凝剂“Dtjm-1”具有很好的絮凝作用和脱色性能。 相似文献
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混凝剂处理钻井废泥浆液的研究 总被引：4，自引：0，他引：4
通过烧杯搅拌实验对混凝剂处理钻井废泥浆液进行研究,从混凝剂适应p H值范围、混凝效果、沉降速度三方面研究比较,找出一种较为理想的混凝剂,并分析了影响混凝剂性能的主要因素,确定了混凝剂的最佳投放剂量。 相似文献
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铁炭微电解-混凝预处理糠醛废水 总被引：1，自引：0，他引：1
采用铁炭微电解-混凝法预处理糠醛废水,研究了材料粒径、停留时间、进水pH值等相关因素对处理效果的影响。结果表明,在铁屑粒径1~2mm,活性炭粒径<1mm,进水pH值2.10~2.40,反应40min的条件下,经混凝处理后CODCr去除率可达80%以上,废水BOD5/CODC r值从0.38上升到0.70,有利于后续生化处理。 相似文献
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阴-阳离子有机膨润土制备及其吸附Cr(Ⅵ)的影响因素研究 总被引：5，自引：0，他引：5
本文采用十六烷基三甲基溴化铵(CTMAB)和十二烷基硫酸钠(SDS)对辽宁黑山膨润土进行不同工艺的阴-阳离子有机膨润土制备,探讨了阴-阳离子有机膨润土对Cr(Ⅵ)的吸附机理,并利用正交实验分析了各实验因子对Cr(Ⅵ)吸附效果的影响,为污染地下水修复技术PRB提供一种新的反应介质和技术参数。研究结果表明:阴-阳离子有机膨润土(Na-R-ACOMMT)吸附Cr(Ⅵ)是物理吸附和化学吸附联合作用的结果;pH值和投加量是影响Na-R-ACOMMT对Cr(Ⅵ)吸附效果的2个最主要的因素,尤其是pH值;Na-R-ACOMMT吸附Cr(Ⅵ)的最佳条件是投加10g/l 60~80目的样品,在40℃、pH值等于2、150r/min的环境下振荡60min,Cr(Ⅵ)去除率高达93.55%,且吸附等温线符合Langmuir和Freundlich方程。 相似文献
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在18℃的低温条件下,从不同菌源中富集、驯化、筛选得到两株高效苯酚降解菌株A4和B14,在转速为150r·min-1、温度为18℃、pH为6～9的条件下,两株菌对苯酚起始浓度为300mg/L的苯酚降解率分别为90.43%和99.02%.在中性条件下,对苯酚起始浓度小于300mg/L的苯酚降解率均保持在98%以上.经形态特征观察及生理生化实验初步鉴定,结果显示,A4为微球菌属,B14为假单胞菌属.对菌株的降解特性研究表明两株菌最适生长的pH值为6～9,A4菌株比B14菌株具有更广泛的pH适应性;菌株对苯酚的降解率随着生物投加量的增加而升高,在投菌量大于5mL·100 mL-1时,苯酚降解率接近100%;两株菌在通气状况良好的条件下,对苯酚的降解率及其生长情况明显优于缺氧条件.通过对比实验,A4菌株对外界环境的适应性明显强于B14,而后者的生长速率明显高于前者. 相似文献
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《矿产与地质》2017,(2)
阳离子表面活性剂十六烷基三甲基溴化铵可以有效对天然硅藻土进行有机改性,获得有机改性硅藻土。有机改性硅藻土对富含甲基橙、酸性绿溶液的吸附实验研究结果表明,在相同条件下,改性硅藻土对甲基橙的吸附效果比较好,对酸性绿的吸附效果不是很理想,但也远远高于硅藻土原土对这两种阴离子的吸附效果。在室温条件下,当甲基橙溶液的浓度为20mg/L时,改性硅藻土投加量为0.2g、pH值为4、吸附时间为80min,改性硅藻土对其的吸附效果较好;在室温条件下,当染料酸性绿溶液的浓度为20mg/L时,改性硅藻土投加量为0.15g、pH值为4、吸附时间为80min,改性硅藻土对其的吸附效果较好;两种阴离子的吸附过程均符合Freundlich模型。基于n值对比分析,改性硅藻土对甲基橙的吸附属于优惠吸附,而对酸性绿的吸附属于非优惠吸附。 相似文献
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R. J. Banu Ph.D. K. U. Do Ph.D. I. T. Yeom M.Sc. 《International Journal of Environmental Science and Technology》2008,5(1):93-98
The alkalinity plays an important role in phosphorus removal using coagulant. The dosage of coagulant in the low alkalinity wastewater is limited due to rapid pH changes. In the present study, a series of jar test was conducted using low alkalinity wastewater (50 mg/L) to evaluate the optimum pH, dosage and performance parameters (slow mixing and settling time) for the common coagulant alum. From the experiment, it was found that the dosage of coagulant and removal of phosphorus depend upon the pH of the wastewater after adding coagulant. The final optimum pH for efficient P removal was found to be within the range of 5.7–5.9. This range acts as an indicator and it is the maximum tolerable pH range for phosphorus removal for low alkalinity wastewater. The optimum time for slow mix and settling was found to be 20 min. The optimum mole ratio of alum to remove one mole of phosphorous was found to be 2.3. The alum coagulation at pH 7 produced effluent with the total residual phosphorus and reactive phosphorus content of 0.3 and 0.9 mg/L, respectively. 相似文献
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A. Mesdaghinia M. T. Rafiee F. Vaezi A. Mahvi A. Torabian A. Ghasri 《International Journal of Environmental Science and Technology》2006,2(4):335-342
Jar-test experiments were conducted to study enhanced coagulation effectiveness in removal of disinfection by products (DBPs) from Zayandehrud River at Isfahan Province-the center part of Iran-in 2004. In this study, the removal of suspended and colloidal particles and natural organic matter (NOM) at various coagulant doses and coagulation pHs was assessed through raw and treated water measurements of turbidity, UV254 absorbance, TOC, and dissolved organic carbon (DOC). The trihalomethane formation potential (THMFP) was also determined by a mathematical relationship with TOC. Results indicated that NOM removal was a function of coagulant type, coagulant dose, and pH of coagulation. In general, TOC, DOC, and UV254 absorbance removal enhanced with increasing coagulant dose. However, further increases in coagulant dosage had little effect on disinfection by-products precursors removal. Ferric chloride was consistently more effective than alum in removing NOM. Coagulation pH was appeared to be a determining factor for maximum NOM removal and the removal of DBPs precursors by enhanced coagulation was significantly enhanced at pH 5.5 in comparison with initial pH of water. Furthermore, it is specified that preadjustment of pH with sulfuric acid reduced the coagulant dosage and thus, production of sludge. The reduction in THMFP was consistent with the trends observed for DBPs precursors removal data (i.e. UV254 and TOC data). 相似文献
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W. Liu H. Ratnaweera 《International Journal of Environmental Science and Technology》2017,14(8):1689-1696
Physical online sensors are widely used in wastewater treatment plants. The high costs of acquisition and maintenance as well as the delayed response due to long hydraulic retention times, applications of some physical online sensors are limited. Consequently, studies on developing software sensors have been drawn much attentions these years. Aiming to predict treatment results after water is coagulated, and this paper focuses on developing a software sensor of outlet turbidity for coagulation process. Solution to address the potential non-plug flow conditions in sedimentation tanks is discussed. Model validation results show that the proposed software sensor has 86% of accuracy within the main working range. This paper expresses a novel concept that what the proposed software sensor predicted has been not formed in the coagulation process. Since the software sensor enables to know the treatment results without waiting for long hydraulic retention time of sedimentation tank, it not only shortens the response time of manual dosing control but also serves as a feedback parameter to define optimal dosage for coagulant dosing control systems. 相似文献
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I. Bodlund A. R. Pavankumar R. Chelliah S. Kasi K. Sankaran G. K. Rajarao 《International Journal of Environmental Science and Technology》2014,11(4):873-880
The use of natural coagulant protein in drinking water treatment has been discussed for a long time, though the method is still not in practice, probably due to limited knowledge and availability of material. In the present work, different Mustard varieties were tested for the presence of coagulant protein compared with Moringa seed extract and their potential application in water treatment. The coagulation activity of the protein extract was measured using synthetic clay solution as well as water from pond. The protein content was determined by Bradford method, molecular mass determined by Sodium dodecyl sulfate–polyacrylamide gel electrophoresis, and peptide sequence was analyzed by Mass spectrometry. Extract of Mustard (large) and Moringa seed showed coagulation activity of ?70 and ?85 % after 90 min, respectively. Interestingly, seed extracts from other Mustard varieties had coagulation activity after heat activation at 95 °C for 5 h. However, the coagulation activity of Mustard seed extract against turbid pond water was higher (?60 %) compared to Moringa seed extract (?50 %). The peptide sequence analysis of 6.5 and 9 kDa proteins was found to be homologous to Moringa coagulant protein and napin3, respectively. To our knowledge, this could be the first report on Mustard seed having coagulant protein. The coagulation activity of Mustard (large) against highly turbid pond water suggested that it could be a potential natural coagulant for water treatment. 相似文献
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M. A. Fagier E. A. Ali K. S. Tay M. R. B. Abas 《International Journal of Environmental Science and Technology》2016,13(4):1189-1194
Application of advanced oxidation process for wastewater treatment has gained more attention recently. In this study, the efficiency of coagulation–flocculation pretreatment coupled with sulfate radical-based advanced oxidation process (SR-AOP) in the removal and mineralization of organic matter of sugarcane vinasse was evaluated. For coagulation–flocculation, jar-test experiment was carried out with ferric chloride as coagulant and the removal of TOC, color and UV254 was determined. The results revealed that by using 15 g/L of coagulant, 70 % of TOC removal and nearly 100 % of UV254 and color removal were achieved. The pretreated vinasse was then subjected to SR-AOP. In this study, sulfate radical was generated using persulfate (PS) and peroxymonosulfate (PMS) activated by Fe(II). The effect of reaction time, oxidants to Fe(II) ratio and pH on the TOC removal efficiency were investigated. For the effect of reaction time, the TOC removal was found to increase significantly for the first 5 min. TOC removal was found to increase with increasing concentration of Fe(II) for PMS. However, for Fe(II)/PS, the TOC removal efficiency was decreased with increasing Fe(II) concentration. Both Fe(II)/PMS and Fe(II)/PS showed the highest TOC removal efficiency when the oxidation was carried out at pH 7. By using the selected optimum condition, nearly 70 and 49 % of TOC removal were achieved for PMS/Fe(II) and PS/Fe(II), respectively. Therefore, it can be concluded that SR-AOP can be a promising alternative method for TOC removal from sugarcane vinasse. 相似文献
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在我国,JDZ系列翻斗式雨量计已广泛用于降雨量的观测。为了掌握JDZ系列雨量计测量降雨的精度和可靠性,以三种JDZ型翻斗式雨量计(JDZ02、JDZ05和JDZ10)为研究对象,基于一套智能化的雨量计率定系统开展室内性能比对实验。结果表明:(1)以小雨强0.4mm·min^-1作为零误差参考雨强,JDZ02在小于2mm·min^-1时的误差在-4%以内,JDZ05在小于4mm·min^-1时的误差在-4%以内,JDZ10在小于6mm·min^-1时的误差在-4%以内。(2)在雨强-总误差的拟合关系中,二次多项式拟合的效果最好,线性拟合的效果次之,幂函数拟合的效果最差,故建议采用雨强-误差的二次多项式关系订正JDZ系列雨量计监测的降雨数据。(3)左右翻斗水量过程线可以精细刻画翻斗内水量动态变化,判断出翻斗式雨量计的翻斗左右平衡性能,并可计算出翻斗式雨量计动态率定过程中的误差变化。 相似文献
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M. Geetha Devi Z. S. Shinoon Al-Hashmi G. Chandra Sekhar 《International Journal of Environmental Science and Technology》2012,9(4):713-718
In this study, a naturally available crab shell chitosan of low molecular weight (20?kDa) has been used as adsorbent to evaluate the pollution load in vegetable oil mill effluent. A series of batch experiment was conducted by varying chitosan dosage (100?C400?mg), pH (2?C9), stirring time (15?C90)?min and agitation speed (25?C150?rpm) to study their effects on adsorption and flocculation processes. The parameters considered for adsorption study are chemical oxygen demand, total suspended solids, electrical conductivity and turbidity. The maximum reduction in chemical oxygen demand, total suspended solids, electrical conductivity and turbidity is 74, 70, 56 and 92?% , respectively. The observed experimental result showed that crab shell chitosan could able to reduce significantly the chemical oxygen demand, turbidity, electrical conductivity and suspended matter. The optimum conditions were estimated as 400?mg/l chitosan, pH 4 and 45?min of mixing time with mixing speed of 50?rpm. Chitosan showed very good pollution removal efficiency and can be used for the effective treatment of vegetable oil mill effluent. 相似文献