焦点提醒：首 页期刊引见编委会投稿须知文章查询学术会议告白合作刊行定阅在线留言English上一篇下一篇PDF下载[1]赵吉,颜鹏,秦庆东,等.基在响应面法的给水厂污泥固化配比优化[J].中国给水排水,2023,39(7):63-68.　ZHAOJi,YANPeng,QINQing-dong,et al.Optimization of Sludge Solidification Ratio in Water Supply Plant Based on RePDF下载[1]赵吉,颜鹏,秦庆东,等.基在响应面法的给水厂污泥固化配比优化[J].中国给水排水,2023,39(7):63-68.　ZHAOJi,YANPeng,QINQing-dong,et al.Optimization of Sludge Solidification Ratio in Water Supply Plant Based on Response Surface Method[J].China Water & Wastewater,2023,39(7):63-68.点击复制基在响应面法的给水厂污泥固化配比优化中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第39卷 期数: 2023年第7期 页码: 63-68 栏目: 出书日期: 2023-04-01Title:Optimization of Sludge Solidification Ratio in Water Supply Plant Based on Response Surface Method作者:赵吉1， 颜鹏2， 秦庆东2， 杨晶晶3，4（1.华衍情况投资<江苏>无限公司，江苏 常州 213000；2.东南年夜学 土木匠程学院，江苏南京 211189；3.姑苏科技年夜学 情况科学与项目学院，江苏 姑苏 215009；4.姑苏市海绵城市手艺重点尝试室，江苏 姑苏 215009）Author(s):ZHAO　Ji1， YAN　Peng2， QIN　Qing-dong2， YANG　Jing-jing3，4（1. Huayan Environmental Investment Co. Ltd.， Changzhou 213000， China； 2. School of Civil Engineering， Southeast University， Nanjing 211189， China； 3. School of Environmental Science and Engineering， Suzhou University of Science and Technology， Suzhou 215009， China； 4. Key Laboratory of Suzhou Sponge City Technology， Suzhou 215009， China）要害词:给水厂污泥; 响应面法; 固化剂; 配比优化; 无侧限抗压强度Keywords:sludge from water supply plant; response surface method; curing agent; optimization of the composition; unconfined compressive strength摘要:为实现给水厂污泥资本化操纵，拔取生石灰、硅酸盐水泥和高吸水树脂对给水厂污泥进行固化处置。基在单身分实验对给水厂污泥固化参数进行初步挑选，采取响应面法设想复合固化剂的实验方案，以7 d无侧限抗压强度为响应值，肯定固化剂最优配比。成果注解：影响无侧限抗压强度的固化剂排序为生石灰>硅酸盐水泥>高吸水树脂；生石灰和硅酸盐水泥的交互感化显著；生石灰、硅酸盐水泥和高吸水树脂的最好掺量别离为47.43%、13.11%和0.45%，在此前提下，固化污泥的7 d无侧限抗压强度为0.51 MPa。响应面模子对无侧限抗压强度的猜测值与实测值接近，申明模子可托度较高，这能够为现实项目利用供给设想参考。Abstract:Lime, silicate cement and super absorbent resin were selected to solidify and recycle the sludge from a water supply plant. The solidifying parameters of the sludge from the water supply plant were initially selected based on single factor experiment. The experimental plan for composite curing agent was designed by response surface method, and the optimal composition of curing agent was determined by taking 7-day unconfined compressive strength as the response value. The curing agents influencing the unconfined compressive strength in descending order were as follows: lime, silicate cement and super absorbent resin. The interaction between lime and silicate cement was significant. The optimal proportions of lime, silicate cement and super absorbent resin were 47.43%, 13.11% and 0.45%, and the 7-day unconfined compressive strength of solidified sludge was 0.51 MPa. The predicted values of the unconfined compressive strength obtained by the response surface model were close to the measured values, indicating that the model was highly reliable. The experimental results can provide reference for practical engineering application.类似文献/References:[1]李金,张英明,聂煜东,等.Mg2+、Ca2+对聚合氯化钛混凝去除自然无机物的影响[J].中国给水排水,2022,38(23):49.　LIJin,ZHANGXian-ming,NIEYu-dong,et al.Effect of Mg2+ and Ca2+ on Removal of Natural Organic Matter by Coagulation with Polymeric Titanium Chloride[J].China Water & Wastewater,2022,38(7):49.[2]苏俊涛,徐艺铭,孙爱丽,等.北方纳污湖堆积物氮素释放纪律影响身分的研究[J].中国给水排水,2023,39(11):62.　SUJun-tao,XUYi-ming,SUNAi-li,et al.Influencing Factors of Nitrogen Release from Sediments of Polluted Lake in the North[J].China Water & Wastewater,2023,39(7):62.[3]孙盼,黄福珍,余洋,等.自然固态碳源糙米的释碳优化和其反硝化脱氮机能[J].中国给水排水,2024,40(1):15.　SUNPan,HUANGFu-zhen,YUYang,et al.Optimization for Organic Release of Natural Solid Carbon Source Brown Rice and Its Application for Denitrification[J].China Water & Wastewater,2024,40(7):15.[4]张亚朋,吴荣波,冯一军,等.水务一体化布景下杭州市污泥处置措置计划研究[J].中国给水排水,2024,40(10):15.　ZHANGYa-peng,WURong-bo,FENGYi-jun,et al.Study on Sludge Treatment and Disposal Planning under the Background of Water Affairs Integration in Hangzhou[J].China Water & Wastewater,2024,40(7):15.更新日期/Last Update: 2023-04-01

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• English上一篇下一篇PDF下载[1]赵吉,颜鹏,秦庆东,等.基在响应面法的给水厂污泥固化配比优化[J].中国给水排水,2023,39(7):63-68.　ZHAOJi,YANPeng,QINQing-dong,et al.Optimization of Sludge Solidification Ratio in Water Supply Plant Based on Response Surface Method[J].China Water & Wastewater,2023,39(7):63-68.点击复制

  基在响应面法的给水厂污泥固化配比优化中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第39卷期数:2023年第7期页码:63-68栏目:出书日期:2023-04-01

  Tit����APPle:

  Optimization of Sludge Solidification Ratio in Water Supply Plant Based on Response Surface Method

  作者:

  赵吉^{1， 颜鹏2， 秦庆东2， 杨晶晶3，4}

  （1.华衍情况投资<江苏>无限公司，江苏 常州 213000；2.东南年夜学 土木匠程学院，江苏南京 211189；3.姑苏科技年夜学 情况科学与项目学院，江苏 姑苏 215009；4.姑苏市海绵城市手艺重点尝试室，江苏 姑苏 215009）

  Author(s):

  ZHAO　Ji^{1， YAN　Peng2， QIN　Qing-dong2， YANG　Jing-jing3，4}

  （1. Huayan Environmental InvestmentCo. Ltd.， Changzhou 213000， China； 2. School of Civil Engineering， Southeast University， Nanjing 211189， China； 3. School of Environmental Science and Engineering， Suzhou University of Science and Technology， Suzhou 215009， China； 4. Key Laboratory of Suzhou Sponge City Technology， Suzhou 215009， China）

  要害词:

  给水厂污泥;响应面法;固化剂;配比优化;无侧限抗压强度

  Keywords:

  sludge from water supply plant;response surface method;curing agent;optimization of the composition;unconfined compressive strength

  摘要:

  为实现给水厂污泥资本化操纵，拔取生石灰、硅酸盐水泥和高吸水树脂对给水厂污泥进行固化处置。基在单身分实验对给水厂污泥固化参数进行初步挑选，采取响应面法设想复合固化剂的实验方案，以7 d无侧限抗压强度为响应值，肯定固化剂最优配比。成果注解：影响无侧限抗压强度的固化剂排序为生石灰>硅酸盐水泥>高吸水树脂；生石灰和硅酸盐水泥的交互感化显著；生石灰、硅酸盐水泥和高吸水树脂的最好掺量别离为47.43%、13.11%和0.45%，在此前提下，固化污泥的7 d无侧限抗压强度为0.51 MPa。响应面模子对无侧限抗压强度的猜测值与实测值接近，申明模子可托度较高，这能够为现实项目利用供给设想参考。

  Abstract:

  Lime, silicate cement and super absorbent resin were selected to solidify and recycle the sludge from a water supply plant. The solidifying parameters of the sludge from the water supply plant were initially selected based on single factor experiment. The experimental plan for composite curing agent was designed by response surface method, and the optimal composition of curing agent was determined by taking 7-day unconfined compressive strength as the response value. The curing agents influencing the unconfined compressive strength in descending order were as follows: lime, silicate cement and super absorbent resin. The interaction between lime and silicate cement was significant. The optimal proportions of lime, silicate cement and super absorbent resin were 47.43%, 13.11% and 0.45%, and the 7-day unconfined compressive strength of solidified sludge was 0.51 MPa. The predicted values of the unconfined compressive strength obtained by the response surface model were close to the measured values, indicating that the model was highly reliable. The experimental results can provide reference for practical engineering application.

  类似文献/References:

  [1]李金,张英明,聂煜东,等.Mg2+、Ca2+对聚合氯化钛混凝去除自然无机物的影响[J].中国给水排水,2022,38(23):49.LIJin,ZHANGXian-ming,NIEYu-dong,et al.Effect of Mg2+ and Ca2+ on Removal of Natural Organic Matter by Coagulation with Polymeric Titanium Chloride[J].China Water & Wastewater,2022,38(7):49.[2]苏俊涛,徐艺铭,孙爱丽,等.北方纳污湖堆积物氮素释放纪律影响身分的研究[J].中国给水排水,2023,39(11):62.SUJun-tao,XUYi-ming,SUNAi-li,et al.Influencing Factors of Nitrogen Release from Sediments of Polluted Lake in the North[J].China Water & Wastewater,2023,39(7):62.[3]孙盼,黄福珍,余洋,等.自然固态碳源糙米的释碳优化和其反硝化脱氮机能[J].中国给水排水,2024,40(1):15.SUNPan,HUANGFu-zhen,YUYang,et al.Optimization for Organic Release of Natural Solid Carbon Source Brown Rice and Its Application for Denitrification[J].China Water & Wastewater,2024,40(7):15.[4]张亚朋,吴荣波,冯一军,等.水务一体化布景下杭州市污泥处置措置计划研究[J].中国给水排水,2024,40(10):15.ZHANGYa-peng,WURong-bo,FENGYi-jun,et al.Study on Sludge Treatment and Disposal Planning under the Background of Water Affairs Integration in Hangzhou[J].China Water & Wastewater,2024,40(7):15.

  更新日期/Last Update:2023-04-01
  

  
  

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