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Experimental Study on Application of A Charging Flocculation Agent for Treatment of Turbidity and Suspended Solid in Catfish Farming Water in Vinh Long Province
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作者 Phung Chi Sy 《Journal of Environmental Science and Engineering(B)》 2016年第7期348-354,共7页
The electrically charged flocculation agent Kiyomaru was made on the basis of activating surface sand, clay, volcanic ash and then combined with strong electrical charge on the surface. Thus, it is the flocculant with... The electrically charged flocculation agent Kiyomaru was made on the basis of activating surface sand, clay, volcanic ash and then combined with strong electrical charge on the surface. Thus, it is the flocculant with natural and inorganic origin including 24.7% Na, 11.5% Al, 19.6% Si, 22.5% S, 1.8% K, 19.0% Ca and 0.9% Fe. The experimental results showed that the Kiyomaru is a flocculation agent with ability to treat the turbidity and suspended solid in the catfish farming waters with very high sedimentation rate and removal efficiency. The efficiency of turbidity removal is from 98.7% to 99.1%, while that for TSS removal is from 93.5% to 95.2% using 0.2 mg/L of the flocculation agent. Beside those, the agent can remove the organic matters (BOD, COD) from 21.4% to 26.7%, Total N from 32.4% to 33.9% and Total P from 85.4% to 89.3%. When the concentration of this flocculate agent is 0.2 g/L, turbidity treatment efficiency can range from 98.7% to 99.1%; TSS treatment efficiency can range from 93.5% to 95.2%. Besides, this flocculation agent is also capable of reducing 21.4%-26.7% of the organic matter, 32.4% to 33.9% of Total N and 85.4% to 89.3% of Total P. 展开更多
关键词 Charging flocculation agent catfish fanning turbidity suspended solid treatment.
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Factors affecting flocculation performance of synthetic polymer for turbidity control 被引量:1
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作者 Minyoung Kim Seounghee Kim +2 位作者 Jinoh Kim Sukwon Kang Sangbong Lee 《Journal of Agricultural Chemistry and Environment》 2013年第1期16-21,共6页
A multilateral effort into managing nonpoint source pollution from agriculture has gotten much attention for many years. Particularly during the heavy rain season, run-off of turbid water from sloped farmlands, fallow... A multilateral effort into managing nonpoint source pollution from agriculture has gotten much attention for many years. Particularly during the heavy rain season, run-off of turbid water from sloped farmlands, fallow ground and/or unmanaged uplands is deteriorated. Flocculant polymer, commonly used in wastewater treatment facilities, but now exploited to improve control of sediment turbidity by promoting flocculation of particles in construction site. This study used the flocculant polymer to control the discharge of agricultural nonpoint source pollution and focused on the understanding of how soil-water and polymer properties affect flocculation performance. Therefore, a series of flocculation experiments under different conditions was evaluated for better polymer clarification efficiency. Various factors such as flocculant dose, end-over-end inversion of a cylinder, and soil-water properties (pH, NaCl, organic matter) were studied. The effective flocculant dose that fulfilled fast settling rate was 10mg·L-1. Additional findings included that 1) increasing pH decreased the settling rate of soil particle;2) a positive relationship between the percentage of turbidity reduction and a level of salinity in Kaolin suspension was observed, and 3) organic matter in soil solution inhibited PAM adsorption onto soil particles, which caused the reduction of flocculation performance. The findings of this study revealed that flocculant polymer possess good results as a turbidity reducetion measure and couldfurther provide valuable information to make better decision on establishment of Best Management Practice for handling agricultural nonpoint source pollution. 展开更多
关键词 AGRICULTURAL Nonpoint Source POLLUTION flocculation Synthetic Polymer turbidity CONTROL SOIL-WATER Properties
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Studies on Bioflocculant Production by Pseudoalteromonas sp. NUM8, a Marine Bacteria Isolated from the Circulating Seawater
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作者 FU Wandong LIAO Miaofei +2 位作者 ZHANG Dongxu ZHOU Yufang YANG Huicheng 《Journal of Ocean University of China》 SCIE CAS CSCD 2021年第5期1276-1284,共9页
A bioflocculant producing potential bacteria was isolated from the circulating seawater of bio-filter using streak plate methods.The bacteria was identified through biochemical characteristics,partial 16S ribosomal ri... A bioflocculant producing potential bacteria was isolated from the circulating seawater of bio-filter using streak plate methods.The bacteria was identified through biochemical characteristics,partial 16S ribosomal ribonucleic acids(rRNA),nucleo-tide sequencing,and BLAST analysis of the gene sequence that showed the bacteria have 99%similarity to Pseudoalteromonas sp.and deposited in GenBank as Pseudoalteromonas sp.NUM8 with accession number JX435820.Influences of time course assay,carbon sources,nitrogen sources,inoculum size,as well as initial pH on the bacteria producing extracellular bioflocculant activity were investigated.The results showed that the strain optimal production period of microbial bioflocculant was at 72 h(flocculating activity of 94.5%),then dropped slowly.The bacteria optimally produced the bioflocculant when 1.0%sucrose and 0.5%sodium nitrate were used as sole sources of carbon and nitrogen with flocculating activities of 92.8%and 93.8%respectively.Also,the bacteria produced the bioflocculant optimally when initial pH of the medium was 5.0(flocculating activity 93.2%),and when Ca^(2+)was used as cation(flocculating activity 93.4%).The culture condition of inoculum size of 3%(v/v)was optimal flocculant pro-duction(flocculating activity 94.4%).Composition analyses indicated the bioflocculant to be principally a glycoprotein made up of about 34.3%protein and 63.4%total carbohydrate. 展开更多
关键词 Pseudomonas sp.NUM8 BIOFLOCCULANT flocculating activity circulating seawater
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A Novel Water Pretreatment Approach for Turbidity Removal Using Date Seeds and Pollen Sheath 被引量:2
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作者 Mukheled Al-Sameraiy 《Journal of Water Resource and Protection》 2012年第2期79-92,共14页
Turbidity is a characteristic related to the concentration of suspended solids particles in water and has been adopted as an easy and reasonably accurate measure of overall water quality. The most widely applied water... Turbidity is a characteristic related to the concentration of suspended solids particles in water and has been adopted as an easy and reasonably accurate measure of overall water quality. The most widely applied water treatment processes, a combination of some or all of coagulation, flocculation, sedimentation and filtration to reduce or eliminate turbidity and improve water quality. In this research, proposed approach was adopted on the basis of applying two sequent treatments that used coagulation, flocculation and sedimentation processes under certain operating conditions of mixing speed, mixing time and settling time for each treatment. The environmentally friendly natural coagulants of date seeds (DS) or pollen sheath (PS) from local Iraqi palm was used in the first treatment and alum was used in the second treatment at their predetermined optimum doses to treat low ( NTU), medium ( NTU) and high ( NTU) ben- tonite synthetic turbid water. Experimental results clearly show that the proposed approach was superior in perform- ance in terms of residual turbidity compared with conventional approach using both of (DS) and (PS) natural coagulants in which it achieved a significant reduction in turbidity to less of 5 NTU that meeting WHO drinking water guidelines for all tested synthetic turbid water. Moreover, in some cases, it produced excellent water quality having residual tur- bidity less of 0.1 NTU. In addition to decrease the settling time to 30 minutes and minimize risks of alum dose required to 60%. These viable advantages are significant to current practices in advanced water treatment technologies such as reverse osmosis in cost, energy, effectiveness, safety and maintenance. So, it is recommended to consider proposed approach in this research work to be a novel pretreatment approach in advanced water treatment. 展开更多
关键词 Coagulation flocculation DATE SEEDS POLLEN SHEATH turbidity Removal Bentonite
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Production of Natural Coagulant from Moringa Oleifera Seed for Application in Treatment of Low Turbidity Water 被引量:1
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作者 Eman N. Ali Suleyman A. Muyibi +2 位作者 Hamzah M. Salleh Md Zahangir Alam Mohd Ramlan M. Salleh 《Journal of Water Resource and Protection》 2010年第3期259-266,共8页
This study focused on developing an efficient and cost effective processing technique for Moringa oleifera seeds to produce natural coagulant for use in drinking water treatment. The produced natural coagulant can be ... This study focused on developing an efficient and cost effective processing technique for Moringa oleifera seeds to produce natural coagulant for use in drinking water treatment. The produced natural coagulant can be used as an alternative to aluminum sulphate and other coagulants and used worldwide for water treatment. This study investigates processing Moringa oleifera seeds to concentrate the bio-active constituents which have coagulation activity. Moringa oleifera seeds were processed for oil extraction using electro thermal soxhlet. Isolation and purification of bio-active constituents using chromatography technique were used to determine the molecular weight of the bio-active constituents. The molecular weight of bio-active constitu-ents found to be in a low molecular weight range of between 1000 – 6500 Dalton. The proposed method to isolate and purify the bio-active constituents was the cross flow filtration method, which produced the natu-ral coagulant with very simple technique (oil extraction;salt extraction;and microfiltration through 0.45 μm). The turbidity removal was up to 96.23 % using 0.4 mg/L of processed Moringa oleifera seeds to treat low initial turbidity river water between 34-36 Nephelometric Turbidity Units (NTU) without any additives. The microfiltration method is considered to be a practical method which needs no chemicals to be added com-pared to other researchers proposed methods. The natural coagulant produced was used with low dosages to get high turbidity removal which considered to be a breakthrough in this study and recommended to be scaled up for industry level. The product is commercially valuable at the same time it is minimizing the cost of water treatment. 展开更多
关键词 Moringa Oleifera DRINKING Water TREATMENT Bioactive Constituents COAGULATION flocculation turbidity
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Plantago Ovata Efficiency in Elimination of Water Turbidity
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作者 Gholamreza Nabi BIDHENDI Toktam SHAHRIARI Sh SHAHRIARI 《Journal of Water Resource and Protection》 2009年第2期90-98,共9页
Coagulation and flocculation are the most important processes in water treatment plants. Nowadays, in Iran, coagulants which have the most usage in water treatment are Aluminum Sulphate (Alum) and Ferric Chlo-ride. Us... Coagulation and flocculation are the most important processes in water treatment plants. Nowadays, in Iran, coagulants which have the most usage in water treatment are Aluminum Sulphate (Alum) and Ferric Chlo-ride. Using synthetic coagulants are not economical and useful for health in developing countries. The aim of this research is to survey and compare the Ferric Chloride coagulant function and this coagulant accompany with Plantago ovata coagulant aid under variable pH for eliminating of water turbidity. This study was performed in lab scale for water containing artificial turbidity of clay. The experiments were done in three turbidity ranges 100, 50, 20 NTU and two ranges of pH 7 and 8. The amount of Ferric Chloride in all experiments were 10 ppm and P.ovata extarct in optimum concentration for turbidity of 100, 50, 20 NTU was 0.2 ppm, 0.1 ppm and 0.04 ppm respectively. The optimum pH was 7. Using P.ovata co-agulant aid in turbidity 100, 50, 20 NTU can eliminate 94.1, 94.5, 88.15 percent of above turbidities, while using Ferric Chloride coagulant alone in optimum pH can eliminate 90.3, 85.16, 80.2 percent of the turbid-ities mentioned above. Results show that P.ovata extract is less efficient in high turbidities when used as a coagulant aid. Plantago ovata, as a coagulant aid, showed positive influence on turbidity removal from water. In addition, optimized pH showed important role in reducing turbidity. 展开更多
关键词 WATER Treatment COAGULATION and flocculation JAR Test turbidity PLANTAGO Ovata Ferric Chloride
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Flocculation performance of a novel synthesized flocculant with low ecological risk 被引量:4
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作者 ZHANGKai-song ZHOUQi-xing XIAOHong 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2004年第3期443-446,共4页
Combined flocculants with low ecological risk are urgently required in water supply and wastewater treatment in China. A novel flocculant was thus developed under the condition of low ecological risk(noted as CAS). Th... Combined flocculants with low ecological risk are urgently required in water supply and wastewater treatment in China. A novel flocculant was thus developed under the condition of low ecological risk(noted as CAS). The experiments to examine wastewater treatment performance of the new product showed that there was favourable performance in the flocculation process in contrast to commercial flocculants in treating kaolin suspensions, municipal effluent and domestic wastewater. Flocculation performance included the turbidity removal rate, sediment character and a decrease in COD(chemical oxygen demand). The sediment time of flocculation is short and the removal rate of turbidity treated by CAS is high compared with PAC(polyaluminum chloride), PAM(polyacrylamide) and the combined addition of PAC and PAM. The optimal concentration required to affect flocculation processes is dependent on kaolin concentration and the character of the wastewater within the range examined. It also showed that CAS is effective to treat wastewater with high turbidity. 展开更多
关键词 combined flocculation turbidity sediment velocity COD ecological risk
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Flocculation control study based on fractal theory 被引量:2
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作者 常颖 刘前军 张金松 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE EI CAS CSCD 2005年第10期1038-1044,共7页
A study on flocculation control based on fractal theory was carried out. Optimization test of chemical coagulant dosage confirmed that the fractal dimension could reflect the flocculation degree and settling character... A study on flocculation control based on fractal theory was carried out. Optimization test of chemical coagulant dosage confirmed that the fractal dimension could reflect the flocculation degree and settling characteristics of aggregates and the good correlation with the turbidity of settled effluent. So that the fractal dimension can be used as the major parameter for floc-culation system control and achieve self-acting adjustment of chemical coagulant dosage. The fractal dimension flocculation control system was used for further study carried out on the effects of various flocculation parameters, among which are the dependency relationship among aggregates fractal dimension, chemical coagulant dosage, and turbidity of settled effluent under the conditions of variable water quality and quantity. And basic experimental data were obtained for establishing the chemical coagulant dosage control model mainly based on aggregates fractal dimension. 展开更多
关键词 Aggregates flocculation control FRACTAL dimension IMAGE analysis turbidity
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Flocculation of Kaolinite Suspensions in Water by Coconut Cream Casein 被引量:1
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作者 Jacques K. Fatombi Jean-Aimé Mbey +4 位作者 Taofiki Aminou Bruno Lartiges Nikita Topanou Odile Barres Roger G. Josse 《Journal of Water Resource and Protection》 2011年第12期918-924,共7页
The flocculation of kaolinite colloidal particles was carried out at pH = 6 in suspension of initial turbidity varying between 24 NTU and 102 NTU by a casein extracted from Cocos nucifera cream. During Jar-test essays... The flocculation of kaolinite colloidal particles was carried out at pH = 6 in suspension of initial turbidity varying between 24 NTU and 102 NTU by a casein extracted from Cocos nucifera cream. During Jar-test essays, 90% to 99% of colloids were eliminated in the sediments. The optimal doses of casein used depend on the initial colloids concentrations of the suspension and were found to be 60 mg/L and 100 mg/L respectively for suspensions having turbidity of 24 NTU and 102 NTU. The corresponding residual turbidity are respectively 2.80 NTU and 10.22 NTU for clarified water. The structural analysis of the freeze-dried sediments by FTIR shows sharp adsorption bands at 1558 cm–1 and 1653 cm–1, indicating the presence of casein in the sediment. The flocculation process between the particles of kaolinite and the coconut casein is adsorption and bridging. 展开更多
关键词 flocculation COCONUT CASEIN KAOLINITE turbidity
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复配絮凝处理高浓度含盐原油罐切水的研究
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作者 李森 李雪文 +1 位作者 周晴 周晓龙 《化学反应工程与工艺》 CAS 2024年第2期126-134,159,共10页
采用不同类型絮凝剂聚合[聚合氯化铝(PAC)、聚合硫酸铁(PFS)和聚丙烯酰胺(PAM)]处理高浓度含盐原油罐切水,探索絮凝剂投量浓度、搅拌速度、p H值和投加时间间隔对絮凝效果的影响。结果表明:复配使用絮凝剂聚合氯化铝与阳离子型聚丙烯酰... 采用不同类型絮凝剂聚合[聚合氯化铝(PAC)、聚合硫酸铁(PFS)和聚丙烯酰胺(PAM)]处理高浓度含盐原油罐切水,探索絮凝剂投量浓度、搅拌速度、p H值和投加时间间隔对絮凝效果的影响。结果表明:复配使用絮凝剂聚合氯化铝与阳离子型聚丙烯酰胺(CPAM)处理高浓度含盐原油罐切水的絮凝效果更佳。絮凝剂的投量浓度、絮凝搅拌速度、p H值和投加间隔时间均影响絮凝的效果,其中絮凝剂的用量影响最大。较为适宜的絮凝条件:p H值为6~11,PAC投量浓度为400 mg/L且混合搅拌速度为200 r/min,CPAM投量浓度为1.0 mg/L且混合搅拌速度为100 r/min,2种絮凝剂的投加间隔为60 min。絮凝对浊度的去除率高达98.7%,固体悬浮物(SS)的去除率高达96.5%,废水中的石油类含量从0.339 mg/L降到0.115 mg/L,废水的氨氮、化学需氧量(COD)以及254 nm波长紫外光下的吸光度(UV_(254))的去除率分别达到55.0%,36.6%和20.4%,最终絮凝出水的总铁含量从41.85 mg/L降到5.42 mg/L。 展开更多
关键词 原油罐切水 高浓度 含盐 浊度 絮凝
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疏浚泥浆多级絮凝效能与絮体图像特征分析
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作者 程泽海 凌豪俊 +2 位作者 洪瑜泽 张超杰 杨关设 《浙江科技大学学报》 CAS 2024年第5期427-435,共9页
【目的】在水库疏浚工程中,亟须对产生的高含水率泥浆进行有效处理,故通过试验研究探索出一种泥浆多级絮凝的最佳方案,以实现泥浆快速高效脱水的目的。【方法】对有机高分子絮凝剂聚丙烯酰胺(polyacrylamide,PAM)、壳聚糖(chitosan,CTS... 【目的】在水库疏浚工程中,亟须对产生的高含水率泥浆进行有效处理,故通过试验研究探索出一种泥浆多级絮凝的最佳方案,以实现泥浆快速高效脱水的目的。【方法】对有机高分子絮凝剂聚丙烯酰胺(polyacrylamide,PAM)、壳聚糖(chitosan,CTS)单掺及其与明矾-聚氯化铝(alum and polyaluminum chloride,KAl(SO 4)2-PAC)无机絮凝剂组合进行对比研究,分析不同工况下PAM、CTS多级絮凝的去浊效果、形态特征与絮凝机理。【结果】PAM方案四级絮凝达到了最佳效果,此时上清液浊度降低至1.6浊度值(nephelometric turbidity unit,NTU),粒径大于1000μm的成像面积占比达95.82%,且分形维数达到最大值1.786,生成的絮体形态规则且呈团聚状,为最佳絮凝方案;多级絮凝机理分析结果表明,多级絮凝方式可以有效提升絮凝效能。【结论】本试验成果可为疏浚工程絮凝过程中实现自动控制提供理论依据。 展开更多
关键词 疏浚泥浆 多级絮凝 上清液浊度 分形维数 絮凝机理
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煤气化细渣基聚合硅酸铝铁絮凝剂的制备与性能研究
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作者 路绪迁 高桂玥 +3 位作者 范雨萱 张志豪 申婷婷 孙静 《齐鲁工业大学学报》 CAS 2024年第5期1-10,共10页
综合利用煤气化细渣的天然成份(富含Si、Al、Fe、Ca),以酸浸+碱溶方法制备新型聚合硅酸铝铁絮凝剂(PSAFC),在优化制备条件的基础上,采用X射线荧光光谱仪(XRF)、X射线衍射(XRD)和傅里叶变换红外光谱(FT-IR)对PSAFC进行了表征,证明PSAFC是... 综合利用煤气化细渣的天然成份(富含Si、Al、Fe、Ca),以酸浸+碱溶方法制备新型聚合硅酸铝铁絮凝剂(PSAFC),在优化制备条件的基础上,采用X射线荧光光谱仪(XRF)、X射线衍射(XRD)和傅里叶变换红外光谱(FT-IR)对PSAFC进行了表征,证明PSAFC是由Si、Al、Fe、Ca等元素聚合而成非晶相、无定形的高分子无机絮凝剂。同时,以高岭土悬浊液为研究对象,对PSAFC絮凝性能进行了研究。结果表明:当PSAFC质量浓度为50 mg/L,pH为10时,高岭土悬浊液初始浊度低于1439 NTU时,PSAFC对其均具有较好的絮凝性能,浊度去除率均可达95%以上。该研究可为煤气化细渣的综合利用与高分子无机絮凝剂的制备提供新的途径与方法。 展开更多
关键词 煤气化细渣 聚合硅酸铝铁絮凝剂 高岭土悬浊液 浊度去除率 高分子无机絮凝剂
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聚硅酸铝絮凝剂除氟除浊效能研究
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作者 马潇莹 程文雨 王东田 《苏州科技大学学报(工程技术版)》 CAS 2024年第3期49-55,80,共8页
随着半导体及光伏产业的发展,产生的含氟废水越来越多,含氟废水的处理也成为人们重点关注的问题。以聚硅酸铝絮凝剂(PSA)为除氟除浊药剂,研究了PSA的除氟除浊效果,并与硫酸铝、聚合氯化铝进行了除氟除浊效能对比。结果表明:PSA除氟除浊... 随着半导体及光伏产业的发展,产生的含氟废水越来越多,含氟废水的处理也成为人们重点关注的问题。以聚硅酸铝絮凝剂(PSA)为除氟除浊药剂,研究了PSA的除氟除浊效果,并与硫酸铝、聚合氯化铝进行了除氟除浊效能对比。结果表明:PSA除氟除浊的最佳混凝条件为:水样pH=7、投加量4×10^(-4) mol/L、快搅速度260 r/min、快搅时间2 min、慢搅速度20 r/min、慢搅时间20 min、沉淀时间30 min,此时除氟率可达67.99%,剩余氟含量为1.60 mg/L,除浊率为98.67%。PSA的除氟除浊效果优于硫酸铝、聚合氯化铝。 展开更多
关键词 聚硅酸铝絮凝剂 除氟 除浊
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长江口北槽最大浑浊带形态影响因素数值模拟研究
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作者 华厦 张磊 徐岢 《水道港口》 2024年第5期692-699,707,共9页
为了探明层化、絮凝沉降和可悬浮泥沙量对长江口北槽最大浑浊带形态的影响,基于长江口三维水流、盐度、泥沙耦合模型对三种影响因素开展数值模拟研究。研究结果表明:悬沙制紊可以在盐度制紊基础上进一步加强水体层化作用,促进形成近底... 为了探明层化、絮凝沉降和可悬浮泥沙量对长江口北槽最大浑浊带形态的影响,基于长江口三维水流、盐度、泥沙耦合模型对三种影响因素开展数值模拟研究。研究结果表明:悬沙制紊可以在盐度制紊基础上进一步加强水体层化作用,促进形成近底高浓度泥沙分布形态。北槽上段受盐水入侵影响小于中下段,层化制紊作用相应较弱,这也是北槽上段悬沙垂向分布较为均匀的重要原因;泥沙絮凝沉速在北槽断面呈现显著的垂向和纵向变化,对最大浑浊带悬沙垂向分布形态影响也具有较明显的沿航道变化特征;悬浮泥沙量沿北槽不均匀分布是造成最大浑浊带含沙量与沿程流速没有良好对应关系的原因,可悬浮泥沙量增加不仅可以提高最大浑浊带整体含沙量,并且可以通过影响层化以及絮凝沉降加强泥沙垂向捕集作用,促进近底高浓度泥沙分布形态。 展开更多
关键词 长江口北槽 最大浑浊带 数值模拟 层化作用 絮凝沉降 可悬浮泥沙量
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浙江某石矿废水高效净化试验研究
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作者 杨恒 卜勇杰 +5 位作者 曾康健 彭文庆 邓星星 管青军 周双 王卫军 《非金属矿》 2024年第5期85-88,共4页
为解决石矿废水浊度大和固体悬浮物粒度细的问题,通过单一有机絮凝剂、无机絮凝剂、调整剂种类用量、药剂组合优化试验对该废水开展高效净化研究。结果表明,在调整剂CaO用量为200 g/m^(3),无机絮凝剂聚合氯化铝(PAC)用量为2.5 g/m^(3),... 为解决石矿废水浊度大和固体悬浮物粒度细的问题,通过单一有机絮凝剂、无机絮凝剂、调整剂种类用量、药剂组合优化试验对该废水开展高效净化研究。结果表明,在调整剂CaO用量为200 g/m^(3),无机絮凝剂聚合氯化铝(PAC)用量为2.5 g/m^(3),有机絮凝剂PAM-新用量为12 g/m^(3)组合用药条件下,废水浊度为97.30 NTU,满足废水“零排放”生产回用要求和工业废水排放标准。 展开更多
关键词 石矿 废水处理 絮凝剂 组合药剂 浓度
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高矿化度矿井水除盐浓水用于煤泥水絮凝沉降的试验研究
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作者 王立辉 张豹 +3 位作者 刘伟 高禄江 李雷 赵杰 《选煤技术》 CAS 2024年第1期13-17,共5页
为探寻高矿化度矿井水除盐浓水的适宜出路,基于对除盐浓水中阴阳离子含量的分析,以禾草沟煤矿选煤厂尾矿煤泥水为试验对象,进行了以除盐浓水作为凝聚剂的絮凝沉降试验。结果表明:除盐浓水作为凝聚剂与聚丙烯酰胺配合使用时,满足生产需... 为探寻高矿化度矿井水除盐浓水的适宜出路,基于对除盐浓水中阴阳离子含量的分析,以禾草沟煤矿选煤厂尾矿煤泥水为试验对象,进行了以除盐浓水作为凝聚剂的絮凝沉降试验。结果表明:除盐浓水作为凝聚剂与聚丙烯酰胺配合使用时,满足生产需要的适宜用量为212L/t,此时平均沉降速度为5.52mm/s,上清液浊度为211NTU,效果与聚合氯化铝、氯化镁、氯化钙等三种常规凝聚剂在用量分别为1950,2683,2970g/t时相当;通过理论计算并结合试验结果认为,除盐浓水的凝聚效能的来源主要为电性中和。总体而言,除盐浓水既可作为凝聚剂,在保障絮凝沉降效果的同时有效减少常规凝聚剂的使用,进而提高选煤厂经济效益;又可选择性地作为选煤厂生产补水,从而有效解决了除盐浓水常规处理方式可能带来的环境生态问题。研究结果可为高矿化度矿井水除盐浓水的有效利用提供一定参考。 展开更多
关键词 矿井水处理 除盐浓水 凝聚剂 煤泥水絮凝沉降 上清液浊度 电中和
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硅藻土在给水厂高效沉淀池中的应用
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作者 张剑 《净水技术》 CAS 2024年第S02期50-56,100,共8页
为解决水厂高效沉淀池运行初期原水浑浊度低,难以形成足够污泥回流的问题,文章通过烧杯试验详细研究了不同参数(泥源种类、回流比、药剂投加量)对外加泥源的原水絮凝沉淀效果的影响。结果表明,添加100目硅藻土的原水在回流比为3%,聚合... 为解决水厂高效沉淀池运行初期原水浑浊度低,难以形成足够污泥回流的问题,文章通过烧杯试验详细研究了不同参数(泥源种类、回流比、药剂投加量)对外加泥源的原水絮凝沉淀效果的影响。结果表明,添加100目硅藻土的原水在回流比为3%,聚合氯化铝(PAC)投加质量浓度为3 mg/L,聚丙烯酰胺(PAM)投加质量浓度为0.15 mg/L时絮凝沉淀效果最佳,这是由于具有多孔结构和良好吸附性能的硅藻土提高了颗粒物相互碰撞的机会和吸附架桥作用,增强了污泥沉降性能。在水厂实际生产调试中,进一步探索出高效沉淀池合适的运行参数,当PAC投加质量浓度为3 mg/L、PAM投加质量浓度为0.22 mg/L、污泥回流比控制在2.5%时沉后浑浊度最低,确定了硅藻土在高效沉淀池运行中发挥的作用。高效沉淀池外加硅藻土可以快速启动污泥回流,提高混凝效果,增强污泥的沉降性能,保证了沉后水质的稳定,确保高效沉淀池正常的运行,为全国同类水厂高效沉淀池处理低浊水的生产运行提供参考和依据。 展开更多
关键词 硅藻土 高效沉淀池 高效絮凝 浑浊度 加药系统 污泥回流
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水洗砂中絮凝剂残留量的检测方法研究
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作者 刘长银 方东 +1 位作者 刘佳 李晓哲 《广东土木与建筑》 2024年第10期104-108,共5页
絮凝剂被广泛应用于水洗砂的生产过程中,其残留于机制砂中对混凝土的各项性能均造成不良影响。但迄今为止还没有有效的检测方法对水洗砂中的絮凝剂残留进行检测。这对机制砂与混凝土的质量控制具有重要意义。因此研究通过向砂中外掺不... 絮凝剂被广泛应用于水洗砂的生产过程中,其残留于机制砂中对混凝土的各项性能均造成不良影响。但迄今为止还没有有效的检测方法对水洗砂中的絮凝剂残留进行检测。这对机制砂与混凝土的质量控制具有重要意义。因此研究通过向砂中外掺不同掺量的聚丙烯酰胺模拟不同絮凝剂残留量制得水洗砂悬浊液。结果显示采用《混凝土用水标准:JGJ 63—2006》中可溶物方法进行检测,参照《建设用砂:GB/T 14684—2022》通过颜色比对的方式均缺乏准确性,且敏感度不足。而参照《水下不分散混凝土絮凝剂技术要求:GB/T 37990—2019》和《水质浊度的测定浊度计法:HJ 1075—2019》,对不同悬浊液浊度的絮凝剂残留、不同沉淀时间进行研究,得到该方法所需的沉淀时间较长,在残留低、沉淀时间短的情况下用浊度计还无法测得悬浊液的浊度。通过对浊度计方法进行改进,在符合实际中絮凝剂残留≤10 mg/L条件下,测定静置沉淀所需时间,能够较好地反映出絮凝剂残留量。并且方法简单可靠。 展开更多
关键词 絮凝剂 水洗砂 检测方法 浊度 沉淀时间
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综合处理工艺在西溪湿地清水入城中的应用
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作者 傅建彬 李佳伟 赵心宇 《浙江水利科技》 2024年第1期21-25,共5页
针对钱塘江来水含沙量高,水体浑浊、透明度低等特性,以西溪湿地清水入城为例,通过减缓水流流速、投放絮凝剂、底泥疏浚等综合处理工艺,加快悬浮质絮凝沉淀过程、提升来水透明度;并通过耦合来水量、浊度、流速与絮凝剂投放量之间的关系,... 针对钱塘江来水含沙量高,水体浑浊、透明度低等特性,以西溪湿地清水入城为例,通过减缓水流流速、投放絮凝剂、底泥疏浚等综合处理工艺,加快悬浮质絮凝沉淀过程、提升来水透明度;并通过耦合来水量、浊度、流速与絮凝剂投放量之间的关系,提出变频投放系统,寻求最经济运行模式。 展开更多
关键词 絮凝剂 原水流速 变频 浊度去除率
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微生物絮凝剂产生菌的筛选及其絮凝除浊性能 被引量:53
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作者 尹华 彭辉 +2 位作者 贾宗剑 梁郁强 刘慧璇 《城市环境与城市生态》 CAS CSSCI CSCD 2000年第1期8-10,共3页
采用某污水处理厂活性污泥富集的菌种 ,通过筛选获得了 1 0株絮凝除浊性能较强的菌株。以其中絮凝性能最优的菌株GS7为研究对象 ,探讨了影响其絮凝作用的主要因素。结果表明 ,GS7的最适生长条件为 :培养基pH值 6、培养时间 1 8h、培养温... 采用某污水处理厂活性污泥富集的菌种 ,通过筛选获得了 1 0株絮凝除浊性能较强的菌株。以其中絮凝性能最优的菌株GS7为研究对象 ,探讨了影响其絮凝作用的主要因素。结果表明 ,GS7的最适生长条件为 :培养基pH值 6、培养时间 1 8h、培养温度 30℃。当废水pH值为 8左右时 ,GS7的絮凝效果最好。在废水中投加少量的二价金属离子Ca2 +可大大提高GS7的絮凝除浊率。GS7处理城市河涌污水等实际废水时浊度去除率可达 93.5%。 展开更多
关键词 微生物 絮凝剂 筛选 除浊 废水处理 沉降 高聚物
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