CN108083609A - A kind of method that municipal sludge is nursed one's health by composite reagent - Google Patents
A kind of method that municipal sludge is nursed one's health by composite reagent Download PDFInfo
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- C02F11/00—Treatment of sludge; Devices therefor
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Abstract
Description
技术领域technical field
本发明属于污泥处理技术领域,具体涉及在污泥深度脱水方面应用的一种通过药剂复配调理城市污泥的方法。The invention belongs to the technical field of sludge treatment, and in particular relates to a method for conditioning urban sludge by compounding medicaments applied in the deep dehydration of sludge.
背景技术Background technique
城市污泥是伴随着城市污水处理产生的。随着我国社会和经济的快速发展,我国的污水处理事业得到了显著的发展,相应的污泥的产生量也大大增加,污泥的处理与处置形势越来越严峻。截止2015年9月,我国污泥总量已经突破3000万吨/年,处置率仅有56%。污泥中水分含量高达95%~99%,有机质含量高,还存在着病原菌、寄生虫卵、重金属和某些有毒有害难降解有机物等,因此,未经合适处理处置的污泥进入环境后,不仅会带来二次污染,对生态环境和人类的活动也将构成严重的威胁。污泥处置的方法主要包括填埋、焚烧、堆肥等主要途径,其中填埋和焚烧在工程实际中应用的更多。然而,脱水污泥的高含水率一直是制约城市污泥后续处理处置的重要因素。目前,污水处理厂对浓缩污泥通常采用阳离子聚丙烯酰胺(CPAM)和聚合氯化铝(PAC)调理后采用带式压滤机或离心机械脱水。然而,由于PAM长链吸附架桥容易形成团状从而包裹部分的水,脱水后泥饼的含水率仍然高达80%左右。脱水后的污泥无法达到力学指标,而且PAM的单体具有剧毒,易造成二次污染。高的污泥含水率不但增加污泥运输成本,也使得污泥后续处理处置的难度增加。因此,对污泥进行深度脱水(含水率降低到60%以下)是污泥进行后续处理处置的关键所在。Municipal sludge is produced along with urban sewage treatment. With the rapid development of my country's society and economy, my country's sewage treatment business has been significantly developed, and the corresponding sludge production has also greatly increased, and the situation of sludge treatment and disposal is becoming more and more severe. As of September 2015, the total amount of sludge in my country has exceeded 30 million tons per year, and the disposal rate is only 56%. The moisture content in the sludge is as high as 95%~99%, the organic matter content is high, and there are also pathogenic bacteria, parasite eggs, heavy metals and some toxic and harmful refractory organic substances, etc. Therefore, after the sludge that has not been properly treated and disposed of enters the environment, Not only will it bring secondary pollution, but it will also pose a serious threat to the ecological environment and human activities. Sludge disposal methods mainly include landfill, incineration, composting and other main ways, among which landfill and incineration are more widely used in engineering practice. However, the high water content of dewatered sludge has always been an important factor restricting the subsequent treatment and disposal of municipal sludge. At present, sewage treatment plants usually use cationic polyacrylamide (CPAM) and polyaluminum chloride (PAC) to condition the thickened sludge, and then use belt filter press or centrifugal mechanical dehydration. However, because PAM long-chain adsorption bridging is easy to form clumps to wrap part of the water, the water content of the mud cake after dehydration is still as high as about 80%. The dehydrated sludge cannot reach the mechanical index, and the monomer of PAM is highly toxic, which is easy to cause secondary pollution. High sludge moisture content not only increases the cost of sludge transportation, but also makes the subsequent treatment and disposal of sludge more difficult. Therefore, the deep dehydration of sludge (reducing the water content to below 60%) is the key to the subsequent treatment and disposal of sludge.
常见的污泥调理技术有热调理、冷冻调理、超声调理及微波调理等物理方法;无机絮凝剂、有机高分子絮凝剂、电化学等化学调理方法,以及污泥厌氧发酵、好氧消化处理等生物调理方法。物理调理方法能耗较高,成本因素限制了实际工程应用推广;生物调理方法的研究起源较晚,因而应用较少;污泥化学调理方法是目前应用最为广泛的污泥调理技术。工程实际中处理污泥通常采用铝盐、铁盐、粉煤灰以及石灰等的两种或者多种进行复配调理,虽然可以使污泥的含水率大幅降低,但是调理剂的用量大,大大的增加了污泥脱水后的干重,给污泥后续的处理处置带来了新的问题。单独使用活化过硫酸盐氧化法,能够有效破解微生物细胞和胞外聚合物EPS,但其不能形成多孔骨架结构,因而对脱水性能的改善有限。而且投加量大导致的成本增加会限制其实际应用。因此,开发高效、安全、经济的污泥脱水调理方法对污泥处置和资源化利用非常重要,而破坏污泥絮体结构、促使污泥结合水及细胞内部水的释放是关键。Common sludge conditioning techniques include physical methods such as thermal conditioning, freezing conditioning, ultrasonic conditioning, and microwave conditioning; chemical conditioning methods such as inorganic flocculants, organic polymer flocculants, and electrochemistry, as well as sludge anaerobic fermentation and aerobic digestion. and other biological conditioning methods. The physical conditioning method has high energy consumption, and the cost factor limits the practical engineering application and promotion; the biological conditioning method has a relatively late research origin, so its application is seldom; the sludge chemical conditioning method is currently the most widely used sludge conditioning technology. In engineering practice, sludge is usually treated with two or more compounding conditions such as aluminum salt, iron salt, fly ash and lime. Although the water content of the sludge can be greatly reduced, the amount of conditioning agent is large and greatly This increases the dry weight of the sludge after dehydration, which brings new problems to the subsequent treatment and disposal of the sludge. Using the activated persulfate oxidation method alone can effectively decompose microbial cells and extracellular polymer EPS, but it cannot form a porous skeleton structure, so the improvement of dehydration performance is limited. Moreover, the cost increase caused by the large dosage will limit its practical application. Therefore, it is very important to develop efficient, safe and economical sludge dehydration conditioning methods for sludge disposal and resource utilization, and the key is to destroy the structure of sludge flocs and promote the release of sludge bound water and intracellular water.
发明内容Contents of the invention
对污泥进行有效调理是实现污泥高效脱水的关键。化学调理方法具有速度快、效果好、工程实用性强等优点。针对现有化学方法的缺点和不足,本发明提供了一种通过药剂复配调理城市污泥的方法。该方法既能有效改善污泥脱水性能,同时又不明显增加污泥干重,而且有利于污泥后续处置及资源化利用。Effective conditioning of sludge is the key to achieve efficient sludge dewatering. The chemical conditioning method has the advantages of fast speed, good effect and strong engineering practicability. Aiming at the shortcomings and deficiencies of the existing chemical methods, the invention provides a method for regulating municipal sludge by compounding medicaments. The method can not only effectively improve the sludge dehydration performance, but also not significantly increase the dry weight of the sludge, and is beneficial to the subsequent disposal and resource utilization of the sludge.
一种通过药剂复配调理城市污泥的方法,包括如下步骤:A method for conditioning municipal sludge through medicament compounding, comprising the steps of:
a) 将由污水处理厂产生的污泥注入到调理罐中,并向其中加入酸液,调节污泥的PH为2~4;加入铁粉和活性炭粉,启动曝气装置,搅拌均匀,充分反应20min;a) Inject the sludge produced by the sewage treatment plant into the conditioning tank, and add acid solution to it to adjust the pH of the sludge to 2~4; add iron powder and activated carbon powder, start the aeration device, stir evenly, and fully react 20min;
b) 在经过步骤a反应后的污泥中加入过硫酸盐,过硫酸盐的投加量为1.0 mmol/gVSS,且保持亚铁离子和过硫酸根离子的摩尔比为1.0~1.5之间,加入后充分搅拌均匀,反应20min;b) Add persulfate to the sludge after step a reaction, the dosage of persulfate is 1.0 mmol/gVSS, and keep the molar ratio of ferrous ion and persulfate ion between 1.0~1.5, After adding, stir well and react for 20 minutes;
c) 将经过步骤b调理过后的污泥引入压滤机进行压滤脱水,在0.8~3MPa的压力下保持20~40min,保压完成后卸压放料。c) Introduce the sludge conditioned in step b into a filter press for press filtration and dehydration, keep it under a pressure of 0.8~3MPa for 20~40min, release the pressure and discharge the material after the pressure maintaining is completed.
步骤a所述的酸液为硫酸或盐酸的废酸。The acid solution described in step a is spent acid of sulfuric acid or hydrochloric acid.
步骤a所述的铁粉和活性炭粉的铁碳比为1,其中每升污泥所投加的铁粉量为2~3g。The iron-to-carbon ratio of the iron powder and activated carbon powder described in step a is 1, and the amount of iron powder added per liter of sludge is 2-3g.
步骤b所述的过硫酸盐为过硫酸钾或过硫酸钠,投加量约为每克干泥加0.18~0.42g过硫酸盐。The persulfate described in step b is potassium persulfate or sodium persulfate, and the dosage is about 0.18-0.42g persulfate per gram of dry mud.
步骤a和b中,充分搅拌均匀所采用的转速为100~300 r/min,反应时间为20min。In steps a and b, the rotating speed adopted for fully stirring evenly is 100-300 r/min, and the reaction time is 20 minutes.
所使用的压滤机为板框式压滤机。The filter press used is a plate and frame filter press.
本发明的工作原理如下:本发明方法将铁碳微电解和Fe2+活化过硫酸盐氧化两者结合起来,并且利用了活性炭粉的骨架构建和吸附特性,不仅改善了污泥的脱水性能,还大大提高了脱水后泥饼的热值。酸液加入后可以预先调整污泥的PH值,从而有利于铁粉和活性炭粉加入后铁碳微电解反应的发生,通过填料微电解产生的电位差初步破解污泥絮体表面的胞外聚合物EPS,其次,微电解反应产生的铁离子和亚铁离子可以和后面加入过硫酸盐反应,活化过硫酸根离子,产生强氧化剂硫酸根自由基(·SO4 -),可以充分破坏污泥的絮体结构,使污泥中更多的结合水转化为易于脱除的自由水,同时活性炭粉可以吸附部分污泥,形成渗透、牢固性的晶格结构,保证了机械脱水过程中滤饼的通透性,提高了过滤和压缩阶段的脱水速度。另外,污泥胶体带负电荷,反应过程中产生的铁离子既可以起到吸附电中和,降低污泥胶体表面电荷作用,也可以降低或消除污泥胶体的ζ电位,有效压缩双电层,从而使颗粒之间的排斥力下降,促使污泥絮凝和沉降。综上所述,本发明方法大大提高了污泥调理的效率,改善了污泥的脱水性能,降低了处理成本。经本发明方法调理后的污泥比阻降低约90%,污泥的含水率从调理前的97~99%降低到55~60%,污泥体积大幅减少,处理后的污泥中有毒有害物质和病原体含量很低,方便污泥运输和后续的处理处置。The working principle of the present invention is as follows: the method of the present invention combines iron-carbon micro-electrolysis and Fe 2+ activated persulfate oxidation, and utilizes the skeleton construction and adsorption characteristics of activated carbon powder, which not only improves the dewatering performance of sludge, It also greatly improves the calorific value of the mud cake after dehydration. After the acid solution is added, the pH value of the sludge can be adjusted in advance, which is conducive to the occurrence of iron-carbon micro-electrolysis reaction after the addition of iron powder and activated carbon powder. Second, the iron and ferrous ions produced by the micro-electrolysis reaction can react with persulfate added later to activate persulfate ions and generate strong oxidant sulfate radicals (·SO 4 - ), which can fully destroy sludge The floc structure makes more bound water in the sludge converted into free water that is easy to remove. At the same time, activated carbon powder can absorb part of the sludge to form a permeable and firm lattice structure, which ensures that the filter cake in the mechanical dehydration process The permeability improves the dehydration speed in the filtration and compression stages. In addition, the sludge colloid is negatively charged, and the iron ions produced during the reaction process can not only play the role of adsorption neutralization, reduce the surface charge of the sludge colloid, but also reduce or eliminate the zeta potential of the sludge colloid, effectively compressing the double layer , so that the repulsion between the particles is reduced, and the sludge flocculation and sedimentation are promoted. To sum up, the method of the present invention greatly improves the efficiency of sludge conditioning, improves the dehydration performance of sludge, and reduces the treatment cost. The specific resistance of the sludge conditioned by the method of the present invention is reduced by about 90%, the water content of the sludge is reduced from 97-99% before conditioning to 55-60%, the volume of the sludge is greatly reduced, and the treated sludge is toxic and harmful The content of substances and pathogens is very low, which is convenient for sludge transportation and subsequent treatment and disposal.
具体实施方式Detailed ways
以下对本发明的原理和特征进行描述,所举实例只用于解释本发明,并非用于限定本发明的范围。The principles and features of the present invention are described below, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.
1.实施例11. Embodiment 1
本实施例调理的污泥为A2/O工艺处理城市生活污水后产生的剩余污泥,污泥PH 为7.2,污泥含水率为97.77%,污泥总固体含量为21930mg/L,挥发性固体含量为14010mg/L,污泥比阻为1.69×1013m/Kg。取500mL该剩余污泥,用稀硫酸调节PH为2.5,向其中添加1.25g铁粉和1.25g活性炭粉,并启动曝气装置,搅拌反应时间20min,搅拌反应温度25℃,搅拌速度为200r/min;再加入1.67g过硫酸钠,充分溶解,搅拌反应时间20min,搅拌反应温度为25℃,搅拌速度为180r/min。然后取100mL调理后的污泥采用布氏漏斗-真空抽滤法进行污泥比阻试验,记录抽滤时间。另取100mL该污泥不进行调理,作为对照,也采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。抽滤采用的真空度均为0.08MPa。The sludge conditioned in this example is the residual sludge produced after the treatment of urban domestic sewage by the A2 /O process. The pH of the sludge is 7.2, the moisture content of the sludge is 97.77%, the total solid content of the sludge is 21930mg/L, and the volatile The solid content is 14010mg/L, and the sludge specific resistance is 1.69×10 13 m/Kg. Take 500mL of the remaining sludge, adjust the pH to 2.5 with dilute sulfuric acid, add 1.25g iron powder and 1.25g activated carbon powder to it, and start the aeration device, stir the reaction time for 20min, the stirring reaction temperature is 25°C, and the stirring speed is 200r/ min; then add 1.67g of sodium persulfate to fully dissolve, stir for 20min, the stirring reaction temperature is 25°C, and the stirring speed is 180r/min. Then take 100mL of the conditioned sludge and use the Buchner funnel-vacuum filtration method to conduct the sludge specific resistance test, and record the filtration time. Another 100mL of the sludge was not conditioned. As a control, the sludge specific resistance test was also carried out using the Buchner funnel-vacuum filtration method, and the filtration time was recorded. The vacuum used for suction filtration is 0.08MPa.
试验结果显示,与对照组相比,加药调理组抽滤1分30秒即真空破坏,得到抽滤泥饼,脱水后泥饼含水率为58.9%。而对照组抽滤20分钟真空仍未破坏,且脱水泥饼的含水率高达79.6%。加药调理后的污泥比阻减小为1.78×1012m/Kg,比阻减少率为89.5%,污泥体积大大减少。The test results showed that compared with the control group, the vacuum was broken after 1 minute and 30 seconds of suction filtration in the conditioning group, and a suction filter mud cake was obtained. The moisture content of the mud cake after dehydration was 58.9%. In the control group, the vacuum was not broken after 20 minutes of suction filtration, and the moisture content of the dehydrated cake was as high as 79.6%. The specific resistance of the sludge after chemical conditioning is reduced to 1.78×10 12 m/Kg, the specific resistance reduction rate is 89.5%, and the sludge volume is greatly reduced.
2.实施例22. Embodiment 2
本实施例调理的污泥为氧化沟工艺处理城市生活污水产生的剩余污泥,PH值为6.7,污泥含水率为96%,污泥总固体含量为20100mg/L,挥发性固体含量为13510mg/L,污泥比阻为2.76×1013m/Kg。取500mL该剩余污泥,用稀硫酸调节PH为2.9,向其中添加1.32g铁粉和1.32g活性炭粉,并启动曝气装置,搅拌反应时间为20min,搅拌反应温度为25℃,搅拌速度为240r/min。再加入1.61g过硫酸钠,充分溶解,搅拌反应时间20min,搅拌反应温度25℃,搅拌速度为200r/min。然后取100mL调理后的污泥采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。该组作为调理组。The sludge conditioned in this embodiment is the residual sludge produced by the oxidation ditch process for treating urban domestic sewage, with a pH value of 6.7, a moisture content of the sludge of 96%, a total solid content of the sludge of 20100 mg/L, and a volatile solid content of 13510 mg /L, the sludge specific resistance is 2.76×10 13 m/Kg. Get 500mL of the remaining sludge, adjust the pH to 2.9 with dilute sulfuric acid, add 1.32g of iron powder and 1.32g of activated carbon powder therein, and start the aeration device, the stirring reaction time is 20min, the stirring reaction temperature is 25 ° C, and the stirring speed is 240r/min. Then add 1.61 g of sodium persulfate to fully dissolve, stir for 20 minutes, the stirring reaction temperature is 25° C., and the stirring speed is 200 r/min. Then take 100mL of the conditioned sludge and use the Buchner funnel-vacuum filtration method to conduct the sludge specific resistance test, and record the filtration time. This group serves as the conditioning group.
另取100mL该剩余污泥不进行调理,也采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。作为对照组1。Another 100mL of the remaining sludge was not conditioned, and the sludge specific resistance test was also carried out by Buchner funnel-vacuum filtration method, and the suction filtration time was recorded. As a control group 1.
最后再取100mL该剩余污泥,加入0.2g氯化铁,搅拌后加入5g生石灰,继续搅拌后加入0.6mL质量分数为1%的PAM溶液,搅拌均匀后反应20min,搅拌反应温度为25℃。采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。作为对照组2。Finally, take 100 mL of the remaining sludge, add 0.2 g of ferric chloride, add 5 g of quicklime after stirring, continue stirring, add 0.6 mL of PAM solution with a mass fraction of 1%, and react for 20 minutes after stirring evenly. The stirring reaction temperature is 25 °C. The sludge specific resistance test was carried out by Buchner funnel-vacuum filtration method, and the filtration time was recorded. As the control group 2.
抽滤采用的真空度均为0.08MPa。The vacuum used for suction filtration is 0.08MPa.
试验结果显示,与对照组1相比,调理组抽滤1分40秒时真空破坏,得到抽滤泥饼,脱水后泥饼含水率为57.4%。调理组的污泥比阻减小为2.3×1012m/Kg,比阻减少率为91.7%,说明明显改善了脱水性能。而对照组1抽滤20分钟时真空未破坏,且得到的脱水泥饼的含水率高达78.8%。对照组2抽滤10分钟得到龟裂泥饼,污泥比阻为6.3×1012m/Kg,与对照组1相比,比阻减少率为77.17%,脱水污泥含水率为68.1%,污泥脱水性能变好。The test results showed that compared with the control group 1, the conditioning group was vacuum-broken when the suction was filtered for 1 minute and 40 seconds, and a suction-filtered mud cake was obtained. The moisture content of the mud cake after dehydration was 57.4%. The sludge specific resistance of the conditioning group decreased to 2.3×10 12 m/Kg, and the specific resistance reduction rate was 91.7%, indicating that the dewatering performance was significantly improved. While the control group 1 was vacuum-filtered for 20 minutes, the vacuum was not broken, and the moisture content of the obtained dewatered cake was as high as 78.8%. Control group 2 obtained cracked mud cake by suction filtration for 10 minutes. The sludge specific resistance was 6.3×10 12 m/Kg. Compared with control group 1, the specific resistance reduction rate was 77.17%, and the moisture content of dewatered sludge was 68.1%. Sludge dewatering performance becomes better.
对照组2和调理组两种调理方法均明显改善了污泥的脱水性能,其中调理组的脱水效果更为显著,且药剂投加量相对较少,是实际工程中可以接受的范围。The two conditioning methods of the control group 2 and the conditioning group both significantly improved the dewatering performance of the sludge, and the dehydration effect of the conditioning group was more significant, and the dosage of chemicals was relatively small, which was an acceptable range in actual engineering.
3.实施例33. Embodiment 3
本实施例调理的污泥为A2/O工艺处理城市生活污水后产生的剩余污泥,PH值为7.12,污泥含水率为98%,污泥总固体含量为19650mg/L,挥发性固体含量为13170mg/L,污泥比阻为2.14×1013m/Kg。The sludge conditioned in this example is the remaining sludge produced after the treatment of urban domestic sewage by the A 2 /O process. The pH value is 7.12, the moisture content of the sludge is 98%, the total solid content of the sludge is 19650 mg/L, and the volatile solids The content is 13170mg/L, and the specific resistance of sludge is 2.14×10 13 m/Kg.
取500mL该剩余污泥,用稀硫酸调节PH为3.1,向其中添加1.28g铁粉和1.28g活性炭粉,并启动曝气装置,搅拌反应时间为20min,搅拌反应温度为25℃,搅拌速度为230r/min。再加入1.57g过硫酸钠,充分溶解,搅拌反应时间20min,搅拌反应温度25℃,搅拌速度为180r/min。然后取100mL调理后的污泥采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。该组作为调理组。Get 500mL of the remaining sludge, adjust the pH to 3.1 with dilute sulfuric acid, add 1.28g of iron powder and 1.28g of activated carbon powder therein, and start the aeration device, the stirring reaction time is 20min, the stirring reaction temperature is 25 ° C, and the stirring speed is 230r/min. Then add 1.57g of sodium persulfate to fully dissolve, stir for 20min, the stirring reaction temperature is 25°C, and the stirring speed is 180r/min. Then take 100mL of the conditioned sludge and use the Buchner funnel-vacuum filtration method to conduct the sludge specific resistance test, and record the filtration time. This group serves as the conditioning group.
另取100mL该剩余污泥,不进行调理,也采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。作为对照组1。Another 100mL of the remaining sludge was taken without conditioning, and the sludge specific resistance test was also carried out by using the Buchner funnel-vacuum filtration method, and the suction filtration time was recorded. As a control group 1.
最后再取100mL该剩余污泥,加入0.5mL质量分数为20%的PAC溶液,搅拌均匀后加入0.6mL质量分数为1%的PAM溶液,搅拌反应20min,搅拌反应温度为25℃,采用布氏漏斗-真空抽滤法进行污泥比阻实验,记录抽滤时间。作为对照组2。Finally, take 100mL of the remaining sludge, add 0.5mL of PAC solution with a mass fraction of 20%, stir evenly, add 0.6mL of a PAM solution with a mass fraction of 1%, and stir for 20 minutes at a temperature of 25°C. The funnel-vacuum filtration method was used to conduct the sludge specific resistance test, and the filtration time was recorded. As the control group 2.
以上抽滤采用的真空度均为0.08MPa。The vacuum used in the above suction filtration is 0.08MPa.
试验结果显示,对照组1抽滤20分钟真空未破坏,得到的脱水泥饼含水率为79%;对照组2抽滤8分钟时真空破坏,污泥比阻减少为8.2×1012m/Kg,比阻减少率为61.7%,得到的脱水泥饼含水率为75.8%,污泥的脱水性能得到了一定改善;调理组抽滤80秒即得到龟裂泥饼,污泥比阻减少为1.98×1012m/Kg,比阻减少率为90.74%,污泥脱水性能明显改善。The test results showed that the vacuum was not broken for 20 minutes of suction filtration in control group 1, and the moisture content of the obtained dewatered cake was 79%; the vacuum was broken in control group 2 for 8 minutes of suction filtration, and the sludge specific resistance was reduced to 8.2×10 12 m/Kg , the specific resistance reduction rate was 61.7%, the moisture content of the obtained dewatered cake was 75.8%, and the dewatering performance of the sludge was improved to a certain extent; the conditioning group obtained the cracked mud cake after 80 seconds of suction filtration, and the sludge specific resistance decreased to 1.98 ×10 12 m/Kg, the specific resistance reduction rate was 90.74%, and the sludge dewatering performance was significantly improved.
由此可见,两种调理方法都能够改善污泥的脱水性能,而本发明方法的效果明显优于使用PAM和PAC两种絮凝剂的调理,调理后泥饼的含水率大大降低,污泥干基热值显著提高,满足实际工程中污泥处理处置的需要。It can be seen that both conditioning methods can improve the dewatering performance of sludge, and the effect of the method of the present invention is obviously better than that of using PAM and PAC two kinds of flocculants. After conditioning, the water content of the mud cake is greatly reduced, and the sludge is dry The base calorific value is significantly increased, which meets the needs of sludge treatment and disposal in actual projects.
有益效果:本发明针对现有化学调理方法进行污泥深度脱水时,调理剂用量大,调理效果一般,脱水泥饼干重增加较多,进而影响污泥后续处理处置的现状,提供了一种既能有效改善污泥脱水性能,而且调理剂用量较低,脱水泥饼热值明显增加,后续可进行焚烧处置。Beneficial effects: the present invention aims at the present situation that when the existing chemical conditioning method is used for deep sludge dehydration, the amount of conditioning agent is large, the conditioning effect is average, and the weight of dehydrated biscuits increases a lot, which further affects the subsequent treatment and disposal of sludge. It can effectively improve the dewatering performance of sludge, and the amount of conditioner is low, and the calorific value of the dewatered cake is significantly increased, which can be subsequently incinerated.
使用本发明所提供的调理方法进行处理,污泥比阻显著减小,抽滤得到龟裂泥饼的时间大大缩短,脱水泥饼含水率明显降低。且药剂投加量较少,得到的脱水泥饼热值较高,符合工程实际应用的要求。以上各性能,均明显优于相关现有技术。By using the conditioning method provided by the invention for treatment, the specific resistance of the sludge is significantly reduced, the time for obtaining cracked mud cakes by suction filtration is greatly shortened, and the moisture content of the dehydrated cakes is significantly reduced. In addition, the dosage of chemicals is less, and the obtained dehydrated cake has a higher calorific value, which meets the requirements of practical engineering applications. The above performances are obviously better than the related prior art.
以上是对本发明方法进行阐述说明,用于帮助理解本发明方法,但实施方式并不受上述实施例的限制。凡在本发明的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本发明的保护范围内。The above is an illustration of the method of the present invention to help understand the method of the present invention, but the implementation is not limited by the above examples. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.
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