CN114275995B - A combined sludge conditioner based on the theory of moderate flocculation and protein solidification, its conditioning method and the determination method of economic dosage - Google Patents
A combined sludge conditioner based on the theory of moderate flocculation and protein solidification, its conditioning method and the determination method of economic dosage Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及市政污水厂的污泥处理技术领域,具体是一种基于适度絮凝和蛋白固化理论的污泥化学联合调理剂及其调理方法和经济投加量的确定方法。The invention relates to the technical field of sludge treatment in municipal sewage plants, in particular to a sludge chemical joint conditioner based on the theory of moderate flocculation and protein solidification, a conditioning method and a method for determining economic dosage.
背景技术Background technique
污泥是污水进行生物净化处理的主要副产物,富集了大量病原菌、重金属、以及有机污染物。如果不能进行有效的处理处置,将会产生极其严重的环境二次污染。随着经济发展与城镇化建设水平不断提升,我国污水收集处理率逐年提高。至2020年,全年共处理污水588.25亿吨,产生的污泥高达5879.39万吨(含水率80%)。如此巨大体量的污泥必须进行安全处理处置与资源化利用,才能真正意义上实现水污染控制而非污染从液态向固态转移。Sludge is the main by-product of sewage biological purification treatment, enriching a large number of pathogenic bacteria, heavy metals, and organic pollutants. If it cannot be effectively treated and disposed of, it will produce extremely serious environmental secondary pollution. With the continuous improvement of economic development and urbanization, the rate of sewage collection and treatment in my country has increased year by year. By 2020, a total of 58.825 billion tons of sewage will be treated throughout the year, and 58.7939 million tons of sludge will be generated (with a moisture content of 80%). Such a huge volume of sludge must be safely treated, disposed of and utilized as a resource in order to truly achieve water pollution control rather than the transfer of pollution from liquid to solid.
污泥的处理与处置路径通常包括深度脱水-卫生填埋、干化焚烧-建材利用、好氧堆肥-土地利用、厌氧发酵-土地利用等。无论采用何种处置路径,均对污泥含水率做出了严格的技术界定。长流程的处理工艺都必然包括脱水预处理或者脱水后处理工序,有助于实现污泥的减容、降低流动性、和提高热值。因此,如何高效地降低污泥含水率已成为我国污泥大规模安全处理处置的重要技术需求。Sludge treatment and disposal paths usually include deep dehydration-sanitary landfill, dry incineration-building material utilization, aerobic composting-land use, anaerobic fermentation-land use, etc. No matter which disposal route is adopted, strict technical limits are made on the moisture content of sludge. The long-term treatment process must include dehydration pretreatment or dehydration post-treatment process, which helps to reduce the volume of sludge, reduce fluidity, and increase calorific value. Therefore, how to efficiently reduce the moisture content of sludge has become an important technical requirement for the large-scale safe treatment and disposal of sludge in my country.
然而,污泥成分极其复杂,具有高度的亲水性和荷电特性,使得污泥能够以稳定的胶状絮体形态存在,脱水性能极差。通常情况下,直接对污泥进行抽滤脱水可以将含水率控制在90%以下,机械压滤则因为粘滤布和跑泥等问题无法直接脱水。因此,必须对污泥进行必要的调理和预处理才能实现含水率的有效控制。近年来,包括混凝剂、絮凝剂、高级氧化剂、表面活性剂、助滤剂、溶菌酶等在内的多种脱水调理药剂被广泛应用和报道。例如,发明专利CN202110599343.4涉及一种用于降低污泥含水率的复合药剂,包括污泥解絮脱稳剂、污泥絮凝剂、助滤剂;所述的污泥解絮脱稳剂为KCl;所述的污泥絮凝剂为聚合氯化铝(PAC)和/或聚丙烯酰胺(PAM);所述的助滤剂为生物质灰。发明CN202110463024.0涉及一种用于提升污泥脱水能力的污泥调理方法,利用经柠檬酸稳定后的二价铁活化过二硫酸盐产生硫酸根自由基,利用硫酸根自由基降解污泥的胞外聚合物,从而提高污泥的脱水能力。However, the sludge composition is extremely complex, with high hydrophilicity and charging characteristics, so that the sludge can exist in the form of stable colloidal flocs, and the dehydration performance is extremely poor. Under normal circumstances, direct suction filtration and dehydration of sludge can control the moisture content below 90%, while mechanical press filtration cannot be directly dehydrated due to problems such as sticky filter cloth and mud running. Therefore, necessary conditioning and pretreatment must be carried out on the sludge in order to achieve effective control of the moisture content. In recent years, a variety of dehydration conditioning agents including coagulants, flocculants, advanced oxidants, surfactants, filter aids, lysozymes, etc. have been widely used and reported. For example, the invention patent CN202110599343.4 relates to a compound agent for reducing the moisture content of sludge, including sludge deflocculation and destabilization agent, sludge flocculant, and filter aid; the sludge deflocculation and destabilization agent is KCl; the sludge flocculant is polyaluminum chloride (PAC) and/or polyacrylamide (PAM); the filter aid is biomass ash. Invention CN202110463024.0 relates to a sludge conditioning method for improving sludge dewatering ability, using bivalent iron stabilized by citric acid to activate peroxodisulfate to generate sulfate radicals, and using sulfate radicals to degrade sludge Extracellular polymers, thereby improving the dewatering ability of sludge.
但是,污泥脱水调理技术在理论研究和工程应用方面长时间处于“黑匣子”状态,亟待新的理论和技术来指导实际应用。However, the sludge dehydration conditioning technology has been in a "black box" state for a long time in terms of theoretical research and engineering application, and new theories and technologies are urgently needed to guide practical applications.
在理论研究方面,混凝/絮凝工艺主要集中于研究药剂对污泥的Zeta电位及颗粒粒径分布等物化特性的影响;氧化工艺则主要集中于非选择性的裂解或溶出胞外聚合物EPS对污泥脱水性能的影响;助滤剂研究则大多局限在增加干基物料比例和降低泥饼的压缩性方向。但是,上述研究未明确提出影响污泥脱水能力的关键因素和直接原因,未形成脱水效率稳定可控的污泥调理技术工艺,导致脱水效率与各参数的变化经常发生不匹配、甚至互相矛盾的情形。In terms of theoretical research, the coagulation/flocculation process mainly focuses on the effects of chemicals on the physicochemical properties of sludge such as Zeta potential and particle size distribution; the oxidation process mainly focuses on the non-selective cracking or dissolution of extracellular polymer EPS The impact on sludge dewatering performance; filter aid research is mostly limited to the direction of increasing the proportion of dry-based materials and reducing the compressibility of mud cake. However, the above studies did not clearly point out the key factors and direct causes affecting the sludge dewatering ability, and did not form a sludge conditioning technology with stable and controllable dewatering efficiency, resulting in often mismatched or even contradictory changes between the dewatering efficiency and the changes in various parameters. situation.
在工程应用层面,污泥脱水长期依赖无机盐(铁盐、铝盐),聚丙烯酰胺,以及石灰(粉煤灰)的单独或联合调理,造成了环境和经济双重压力。三氯化铁、聚合氯化铝的投加量巨大(污泥干基质量的10~20%),石灰的投加量甚至高达50%,高投加量不仅使成本升高,更容易因物料过量投加而出现“只脱水不减容”的现象。此外,铁盐残留易导致土壤板结,铝盐残留会污染附近水体,聚丙烯酰胺残留则会在降雨后形成表面“粘液膜”,氯离子残留则会加剧干化和焚烧等设备的腐蚀。At the level of engineering application, sludge dewatering has long relied on inorganic salts (iron salts, aluminum salts), polyacrylamide, and lime (fly ash) alone or in combination, causing double pressure on the environment and economy. The dosage of ferric trichloride and polyaluminum chloride is huge (10-20% of the dry weight of the sludge), and the dosage of lime is even as high as 50%. The high dosage not only increases the cost, but also makes it easier to The phenomenon of "only dehydration without capacity reduction" appears due to excessive material dosing. In addition, iron salt residues can easily lead to soil compaction, aluminum salt residues will pollute nearby water bodies, polyacrylamide residues will form a surface "slime film" after rainfall, and chloride ion residues will aggravate the corrosion of drying and incineration equipment.
针对上述问题,有必要尝试新的方向和技术路线,摒弃追求提高絮凝剂的分子量和离子度、大量投加氧化剂降解EPS、大量投加无机盐和助剂的思想,进行适度的絮凝反应和EPS“钝化”,有望形成一种能稳定满足脱水要求的环境友好型调理技术,具体包括效果稳定、投加量少、残留少(铁、铝、氯)、绿色安全且成本可控。In response to the above problems, it is necessary to try a new direction and technical route, abandon the idea of pursuing to increase the molecular weight and ionicity of the flocculant, adding a large amount of oxidant to degrade EPS, and adding a large amount of inorganic salts and additives, and carry out moderate flocculation reaction and EPS. "Passivation" is expected to form an environmentally friendly conditioning technology that can stably meet the dehydration requirements, including stable effect, less dosage, less residue (iron, aluminum, chlorine), green safety and controllable cost.
发明内容Contents of the invention
针对现有技术存在的上述问题,本申请提供了一种基于适度絮凝和蛋白固化理论的污泥化学联合调理剂的调理方法,采用先固化再絮凝的方法,大幅提高污泥的脱水能力,制备得到的泥饼含水率满足<60%的要求,而且利用有机药剂调理污泥,投加量低于5%,电导率增幅<10%,脱水效率稳定可控,解决了现有技术中存在的污泥脱水性能差,药剂投加量大,无机离子成分残留较多的缺陷。In view of the above-mentioned problems existing in the prior art, this application provides a conditioning method of sludge chemical joint conditioner based on the theory of moderate flocculation and protein solidification, adopting the method of solidification first and then flocculation, which greatly improves the dewatering ability of sludge, and prepares The moisture content of the obtained mud cake meets the requirement of <60%, and the sludge is conditioned by using organic chemicals, the dosage is less than 5%, the increase in electrical conductivity is <10%, and the dehydration efficiency is stable and controllable, which solves the problems existing in the prior art The dehydration performance of sludge is poor, the dosage of chemicals is large, and the defects of residual inorganic ion components are more.
本发明的目的可以通过以下技术方案来实现:The purpose of the present invention can be achieved through the following technical solutions:
本发明提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂,所述调理剂的配方包含:The invention provides a sludge joint conditioner based on moderate flocculation and protein solidification theory, the formula of the conditioner comprises:
占待处理污泥干基质量为0.5%~2.5%的蛋白固化剂;A protein curing agent accounting for 0.5% to 2.5% of the dry weight of the sludge to be treated;
占待处理污泥干基质量为0.5%~2.5%的絮凝剂。The flocculant accounts for 0.5% to 2.5% of the dry weight of the sludge to be treated.
本发明还提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的调理方法,包括以下步骤:The present invention also provides a conditioning method based on the moderate flocculation and protein solidification theory of sludge joint conditioner, comprising the following steps:
S1、向待处理污泥中加入所述蛋白固化剂,施以200~500rpm的磁力搅拌反应5~30min,得到预处理污泥;S1. Add the protein solidifying agent to the sludge to be treated, apply magnetic stirring at 200-500 rpm for 5-30 minutes, and obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入所述絮凝剂,施以200~500rpm的磁力搅拌反应3~15min,得到调理污泥;S2. Add the flocculant to the pretreated sludge obtained in S1, apply magnetic stirring at 200-500 rpm for 3-15 minutes, and obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压滤设备中进行压滤处理10~30min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a filter press equipment for a filter press treatment for 10-30 minutes to obtain a mud cake.
本发明S1中所述蛋白固化剂为单宁酸,缩合型单宁,新型单宁,栲胶中的一种或者混合复配物;The protein curing agent described in S1 of the present invention is tannic acid, condensed tannin, novel tannin, one or a mixed compound of tannin extract;
本发明S2中所述絮凝剂为阳离子淀粉,壳聚糖,木质素,聚二甲基二烯丙基氯化铵,聚丙烯酸钠,聚乙烯醚,聚乙烯醇,聚磺基苯乙烯,聚氧化乙烯,脲醛树脂中的一种或者混合复配物。The flocculant described in S2 of the present invention is cationic starch, chitosan, lignin, polydimethyldiallyl ammonium chloride, sodium polyacrylate, polyvinyl ether, polyvinyl alcohol, polysulfostyrene, poly Ethylene oxide, one of urea-formaldehyde resins or a mixed compound.
本发明S3中所述压滤设备为板框式压滤机,其压滤压力为0.5~1.5Mpa。The filter press equipment described in S3 of the present invention is a plate and frame filter press, and its filter press pressure is 0.5-1.5Mpa.
本发明还提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的经济投加量确定方法,包括以下步骤:The present invention also provides a method for determining the economic dosage of sludge joint conditioner based on moderate flocculation and protein solidification theory, comprising the following steps:
步骤一、调理污泥:用量筒量取500ml原污泥于烧杯中,启动电动搅拌器,将搅拌器转速设置为500r/min,污泥搅拌均匀后,向原污泥中加入絮凝剂,维持搅拌器500r/min转速搅拌15s,使絮凝剂与污泥快速混合,再将转速降至300r/min,调理15min后关闭搅拌器,得到调理后污泥;Step 1. Sludge Conditioning: Use a measuring cylinder to measure 500ml of raw sludge into a beaker, start the electric mixer, and set the speed of the mixer to 500r/min. After the sludge is evenly stirred, add flocculant to the raw sludge and keep stirring Stir at a speed of 500r/min for 15s to quickly mix the flocculant with the sludge, then reduce the speed to 300r/min, turn off the agitator after conditioning for 15min, and obtain the conditioned sludge;
步骤二、CST测定:将步骤1中调理后污泥加入到毛细吸水时间测定仪的漏斗内,记录示数;Step 2, CST measurement: add the sludge conditioned in step 1 into the funnel of the capillary water absorption time tester, and record the indication;
步骤三、确定絮凝剂经济投加量:CST随着絮凝剂的增加而逐步衰减,在CST达到最小值时,所对应的加药量即为经济投加量;Step 3. Determine the economic dosage of flocculant: CST gradually decays with the increase of flocculant. When CST reaches the minimum value, the corresponding dosage is the economic dosage;
步骤四、确定蛋白固定剂经济投加量:向加入经济投加量絮凝剂的调理污泥中,投加蛋白固定剂进行污泥调理,在污泥表观粘度达到最大值时,所对应的加药量即为固化剂的投加量。Step 4. Determine the economical dosage of protein fixative: Add protein fixative to the conditioned sludge with flocculant added in economical dosage. When the apparent viscosity of the sludge reaches the maximum value, the corresponding The dosage is the dosage of curing agent.
本发明所述蛋白固化剂为单宁酸,所述确定单宁酸占待处理污泥干基质量的1.0%~2.0%,所述絮凝剂为聚二甲基二烯丙基氯化铵,所述确定聚二甲基二烯丙基氯化铵占待处理污泥干基质量的1.0%~2.0%。The protein solidifying agent of the present invention is tannic acid, and the determined tannic acid accounts for 1.0% to 2.0% of the dry mass of the sludge to be treated, and the flocculant is polydimethyldiallylammonium chloride, The determined polydimethyldiallylammonium chloride accounts for 1.0% to 2.0% of the dry mass of the sludge to be treated.
本发明所述蛋白固化剂为缩合型单宁,所述确定缩合型单宁占待处理污泥干基质量的0.8%~2.2%,所述絮凝剂为聚丙烯酸钠,所述确定聚丙烯酸钠占待处理污泥干基质量的0.8%~2.2%。The protein solidifying agent described in the present invention is condensed tannin, and the determined condensed tannin accounts for 0.8% to 2.2% of the dry weight of the sludge to be treated, and the flocculant is sodium polyacrylate, and the determined sodium polyacrylate It accounts for 0.8% to 2.2% of the dry weight of the sludge to be treated.
本发明所述蛋白固化剂为栲胶,所述确定栲胶占待处理污泥干基质量的1.0%~1.8%,所述絮凝剂为聚乙烯醚,所述确定聚乙烯醚占待处理污泥干基质量的1.0%~1.8%。The protein curing agent described in the present invention is tannin extract, and the determined tannin extract accounts for 1.0% to 1.8% of the dry weight of the sludge to be treated, and the flocculant is polyvinyl ether, and the determined polyvinyl ether accounts for 1.0% to 1.8% of the dry mass of mud.
本发明所述蛋白固化剂为新型单宁,所述新型单宁占待处理污泥干基质量的1.0%~2.2%,所述絮凝剂为阳离子淀粉与聚二甲基二烯丙基氯化铵的混合复配物,所述阳离子淀粉与所述聚二甲基二烯丙基氯化铵的摩尔比为1:0.1~10,所述确定混合复配物占待处理污泥干基质量的1.0%~2.0%。The protein solidifying agent described in the present invention is a novel tannin, and the novel tannin accounts for 1.0% to 2.2% of the dry weight of the sludge to be treated, and the flocculant is cationic starch and polydimethyldiallyl chloride A mixed compound of ammonium, the molar ratio of the cationic starch to the polydimethyldiallylammonium chloride is 1:0.1-10, and the determined mixed compound accounts for the dry weight of the sludge to be treated 1.0% to 2.0% of that.
与现有技术相比,本发明具有以下特点:Compared with the prior art, the present invention has the following characteristics:
1)常规污泥脱水方法,污泥比阻削减率仅有50~60%,最终含水率为70~80%,而本发明为污泥处理领域提供了一种新颖高效的污泥脱水调理方法,通过本发明的调理方法得到的泥饼比阻削减率可达到95%,最终含水率可以降至56%。1) In the conventional sludge dehydration method, the sludge specific resistance reduction rate is only 50-60%, and the final moisture content is 70-80%. However, the present invention provides a novel and efficient sludge dehydration conditioning method for the sludge treatment field The mud cake specific resistance reduction rate obtained by the conditioning method of the present invention can reach 95%, and the final water content can be reduced to 56%.
2)本发明选用的调理剂未使用无机盐,无离子残留之虞,通过有机物调理剂调理污泥,电导率增幅可控制在10%以内,不影响其他设备和污泥处置方案;另外调理剂的投加量控制在绝干泥的5%以内,不会增大脱水污泥的体积;絮凝剂和固化剂环境友好,单体无毒且环境友好,只含碳氢氧三种元素,能显著提高污泥的焚烧热值。2) The conditioning agent used in the present invention does not use inorganic salts, and there is no risk of ion residues. The increase in electrical conductivity can be controlled within 10% by using the organic conditioning agent to condition the sludge, without affecting other equipment and sludge disposal schemes; in addition, the conditioning agent The dosage is controlled within 5% of the dry sludge, which will not increase the volume of dewatered sludge; the flocculant and curing agent are environmentally friendly, and the monomers are non-toxic and environmentally friendly. They only contain three elements of carbon, hydrogen and oxygen, and can Significantly increase the incineration calorific value of sludge.
3)本发明对固化剂和絮凝剂的投加顺序进行了优化,先投加固化剂可以保证污泥中的活性蛋白和固化剂充分反应,官能团交联固化后蛋白质的亲水能力显著下降,结合水含量也随之下降;充分反应并固化后形成的蛋白不溶物还可以充当填料,支撑泥饼结构,减小泥饼的压缩变形形变,防止滤饼或者滤膜堵塞。最后,再通过絮凝剂凝结成团,增大絮体粒径,有助于固液分离和泥饼压滤脱水。反之,如果先进行絮凝成团,再进行蛋白固化反应,则蛋白和固化剂的反应不充分,影响反应效率,甚至造成药剂的浪费。3) The present invention optimizes the dosing sequence of the curing agent and the flocculant. Dosing the curing agent first can ensure that the active protein in the sludge reacts fully with the curing agent, and the hydrophilicity of the protein decreases significantly after the functional group is cross-linked and solidified. The bound water content also decreases; the protein insoluble matter formed after full reaction and solidification can also act as a filler to support the mud cake structure, reduce the compression deformation of the mud cake, and prevent the filter cake or filter membrane from clogging. Finally, the flocculant is used to coagulate into agglomerates to increase the particle size of flocs, which is helpful for solid-liquid separation and dehydration of mud cake. On the contrary, if the flocculation is carried out first, and then the protein curing reaction is carried out, the reaction between the protein and the curing agent will not be sufficient, which will affect the reaction efficiency and even cause the waste of pharmaceuticals.
4)本发明采用CST结合污泥粘度的测试方法,对调理剂的经济投加量进行了准确甄别,优选触变性等流变学特征参数对污泥调理程度进行控制,可以避免药剂调理的盲目性,确定的絮凝剂和蛋白固化剂的最佳投加量即为调理剂的经济投加量,不仅能降低污泥脱水的药剂成本,还能降低运输成本和填埋成本,实现经济利益最大化。4) The present invention adopts the test method of CST combined with sludge viscosity to accurately identify the economic dosage of conditioner, and optimize the rheological characteristic parameters such as thixotropy to control the degree of sludge conditioning, which can avoid the blindness of medicament conditioning The determined optimum dosage of flocculant and protein solidifier is the economic dosage of conditioner, which can not only reduce the cost of sludge dewatering chemicals, but also reduce transportation costs and landfill costs, and maximize economic benefits change.
具体实施方式Detailed ways
以下通过具体实施例方式来进一步说明本发明的技术方案。The technical solutions of the present invention will be further described below through specific embodiments.
实施例1Example 1
本实施例提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的调理方法,调理方法包括以下步骤:This embodiment provides a kind of conditioning method of the combined sludge conditioner based on moderate flocculation and protein solidification theory, and the conditioning method comprises the following steps:
S1、向待处理污泥中加入占待处理污泥干基质量为1.0%的单宁酸,施以300rpm的磁力搅拌反应15min,得到预处理污泥;S1. Add 1.0% tannic acid to the sludge to be treated on a dry basis, and apply magnetic stirring at 300 rpm for 15 minutes to obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入占待处理污泥干基质量的1.0%的聚二甲基二烯丙基氯化铵,施以300rpm的磁力搅拌反应5min,得到调理污泥;S2. Adding 1.0% of polydimethyldiallylammonium chloride to the pretreated sludge obtained in S1, which accounts for 1.0% of the dry weight of the sludge to be treated, and applying 300 rpm magnetic stirring for 5 minutes to obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压力为0.9MPa的微型板框压滤机中压滤10min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a micro plate and frame filter press with a pressure of 0.9 MPa for 10 minutes to obtain a mud cake.
实验结果:Experimental results:
本实施例的污泥比阻削减率为95%,CST削减率为86%,泥饼含水率为56%。In this embodiment, the sludge specific resistance reduction rate is 95%, the CST reduction rate is 86%, and the moisture content of the mud cake is 56%.
实施例2Example 2
本实施例提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的调理方法,调理方法包括以下步骤:This embodiment provides a kind of conditioning method of the combined sludge conditioner based on moderate flocculation and protein solidification theory, and the conditioning method comprises the following steps:
S1、向待处理污泥中加入占待处理污泥干基质量为2.2%的缩合型单宁,施以500rpm的磁力搅拌反应5min,得到预处理污泥;S1. Add condensed tannins accounting for 2.2% of the dry weight of the sludge to be treated to the sludge to be treated, and apply magnetic stirring at 500 rpm for 5 minutes to obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入占待处理污泥干基质量的1.0%的聚丙烯酸钠,施以500rpm的磁力搅拌反应3min,得到调理污泥;S2. Add sodium polyacrylate accounting for 1.0% of the dry weight of the sludge to be treated to the pretreated sludge obtained in S1, and apply magnetic stirring at 500 rpm for 3 minutes to obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压力为0.6MPa的微型板框压滤机中压滤30min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a micro plate and frame filter press with a pressure of 0.6 MPa for 30 minutes to obtain a mud cake.
实验结果:Experimental results:
本实施例的污泥比阻削减率为94%,CST削减率为85%,泥饼含水率为56%。In this embodiment, the sludge specific resistance reduction rate is 94%, the CST reduction rate is 85%, and the moisture content of the mud cake is 56%.
实施例3Example 3
本实施例提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的调理方法,调理方法包括以下步骤:This embodiment provides a kind of conditioning method of the combined sludge conditioner based on moderate flocculation and protein solidification theory, and the conditioning method comprises the following steps:
S1、向待处理污泥中加入占待处理污泥干基质量为1.0%的栲胶,施以400rpm的磁力搅拌反应20min,得到预处理污泥;S1. Adding 1.0% tannin extract to the sludge to be treated on a dry basis, and applying magnetic stirring at 400 rpm for 20 minutes to obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入占待处理污泥干基质量的1.5%的聚乙烯醚,施以400rpm的磁力搅拌反应10min,得到调理污泥;S2. Add polyvinyl ether accounting for 1.5% of the dry weight of the sludge to be treated to the pretreated sludge obtained in S1, and apply magnetic stirring at 400 rpm for 10 minutes to obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压力为1.0MPa的微型板框压滤机中压滤10min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a micro plate and frame filter press with a pressure of 1.0 MPa for 10 minutes to obtain a mud cake.
实验结果:Experimental results:
本实施例的污泥比阻削减率为92%,CST削减率为88%,泥饼含水率为56%。In this embodiment, the sludge specific resistance reduction rate is 92%, the CST reduction rate is 88%, and the moisture content of the mud cake is 56%.
实施例4Example 4
本实施例提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的调理方法,调理方法包括以下步骤:This embodiment provides a kind of conditioning method of the combined sludge conditioner based on moderate flocculation and protein solidification theory, and the conditioning method comprises the following steps:
S1、向待处理污泥中加入占待处理污泥干基质量为1.0%的新型单宁,施以350rpm的磁力搅拌反应15min,得到预处理污泥;S1. Adding 1.0% new-type tannin to the sludge to be treated on a dry basis, and applying magnetic stirring at 350 rpm for 15 minutes to obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入占待处理污泥干基质量的1.0%的混合复配物(摩尔比为1:1的阳离子淀粉与聚二甲基二烯丙基氯化铵)施以200rpm的磁力搅拌反应10min,得到调理污泥;S2, add in the pretreatment sludge that S1 obtains and account for 1.0% mixed compound (the molar ratio is the cationic starch of 1:1 and polydimethyl diallyl ammonium chloride ) was subjected to 200rpm magnetic stirring reaction for 10min to obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压力为1.5MPa的微型板框压滤机中压滤10min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a micro plate and frame filter press with a pressure of 1.5 MPa for 10 minutes to obtain a mud cake.
实验结果:Experimental results:
本实施例的污泥比阻削减率为96%,CST削减率为87%,泥饼含水率为57%。In this embodiment, the sludge specific resistance reduction rate is 96%, the CST reduction rate is 87%, and the moisture content of the mud cake is 57%.
实施例5Example 5
本实施例提供了一种基于适度絮凝和蛋白固化理论的污泥联合调理剂的经济投加量确定方法,包括以下步骤:This embodiment provides a method for determining the economic dosage of sludge joint conditioner based on moderate flocculation and protein solidification theory, including the following steps:
步骤1、调理污泥:用量筒量取500ml原污泥于烧杯中,启动电动搅拌器,将搅拌器转速设置为500r/min,污泥搅拌均匀后,向原污泥中加入絮凝剂,维持搅拌器500r/min转速搅拌15s,使絮凝剂与污泥快速混合,再将转速降至300r/min,调理15min后关闭搅拌器,得到调理后污泥;Step 1. Sludge conditioning: Measure 500ml of raw sludge into a beaker with a measuring cylinder, start the electric stirrer, and set the speed of the stirrer to 500r/min. After the sludge is evenly stirred, add flocculant to the raw sludge and keep stirring Stir at a speed of 500r/min for 15s to quickly mix the flocculant with the sludge, then reduce the speed to 300r/min, turn off the agitator after conditioning for 15min, and obtain the conditioned sludge;
步骤2、CST测定:将步骤1中调理后污泥加入到毛细吸水时间测定仪的漏斗内,并记录示数;Step 2, CST measurement: add the sludge conditioned in step 1 into the funnel of the capillary water absorption time tester, and record the indication;
步骤3、确定絮凝剂经济投加量:CST随着絮凝剂的增加而逐步衰减,在CST达到最小值时,所对应的加药量即为经济投加量;Step 3. Determine the economic dosage of flocculant: CST gradually decays with the increase of flocculant. When CST reaches the minimum value, the corresponding dosage is the economic dosage;
步骤4、确定蛋白固定剂经济投加量:向加入经济投加量絮凝剂的调理污泥中,投加蛋白固定剂进行污泥调理,在污泥表观粘度达到最大值时,所对应的加药量即为固化剂的投加量。Step 4. Determine the economical dosage of protein fixative: Add protein fixative to the conditioned sludge with flocculant added in economical dosage for sludge conditioning. When the apparent viscosity of the sludge reaches the maximum value, the corresponding The dosage is the dosage of curing agent.
对比例:Comparative example:
本对比例不同于实施例1的地方是,采用常规污泥处理方法,具体如下:The place where this comparative example is different from embodiment 1 is, adopt conventional sludge treatment method, specifically as follows:
S1、向待处理污泥中加入占待处理污泥干基质量的1.0%的聚二甲基二烯丙基氯化铵,施以300rpm的磁力搅拌反应5min,得到预处理污泥;S1. Add polydimethyldiallylammonium chloride accounting for 1.0% of the dry weight of the sludge to be treated to the sludge to be treated, and apply a magnetic stirring reaction at 300 rpm for 5 minutes to obtain pretreated sludge;
S2、向S1得到的预处理污泥中加入占待处理污泥干基质量为1.0%的单宁酸,施以300rpm的磁力搅拌反应15min,得到调理污泥;S2. Add 1.0% tannic acid to the pretreated sludge obtained in S1, and apply 300 rpm magnetic stirring for 15 minutes to obtain conditioned sludge;
S3、将S2得到的调理污泥转移至压力为0.5MPa的微型板框压滤机中压滤10min,得到泥饼。S3. Transfer the conditioned sludge obtained in S2 to a micro plate and frame filter press with a pressure of 0.5 MPa for 10 minutes to obtain a mud cake.
实验结果:Experimental results:
本对比例的污泥比阻削减率为53%,CST削减率为56%,泥饼含水率为76%。In this comparative example, the sludge specific resistance reduction rate is 53%, the CST reduction rate is 56%, and the moisture content of the mud cake is 76%.
上述的对实施例的描述是为便于该技术领域的普通技术人员能理解和使用发明。熟悉本领域技术的人员显然可以容易地对这些实施例做出各种修改,并把在此说明的一般原理应用到其他实施例中而不必经过创造性的劳动。因此,本发明不限于上述实施例,本领域技术人员根据本发明的揭示,不脱离本发明范畴所做出的改进和修改都应该在本发明的保护范围之内。The above descriptions of the embodiments are for those of ordinary skill in the art to understand and use the invention. It is obvious that those skilled in the art can easily make various modifications to these embodiments, and apply the general principles described here to other embodiments without creative effort. Therefore, the present invention is not limited to the above-mentioned embodiments. Improvements and modifications made by those skilled in the art according to the disclosure of the present invention without departing from the scope of the present invention should fall within the protection scope of the present invention.
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