基于响应面法的淤泥基陶粒吸水性变化及其入渗特性研究OA
Study on the Water Absorption Variation and Infiltration Characteristics of Sludge-based Ceramsite Based on Response Surface Methodology
为探究不同制备因素对淤泥基陶粒吸水性的影响程度,以及添加陶粒后典型土壤入渗特性的变化情况,以山西省某典型水库的库区淤泥为主要原料,辅以玉米秸秆和黏土,将原料配比、焙烧温度和焙烧时间设为变量,进行三因素三水平的Box-Behnken Design(BBD)试验,测定陶粒1 h吸水率和饱和吸水率,并分析不同因素对吸水性的影响;在此基础上将高吸水性陶粒铺设于土壤表层进行土柱入渗试验,测定湿润峰运移距离、累积入渗量和入渗速率,分析土壤入渗特性的变化特征.结果表明:①不同制备因素对淤泥基陶粒吸水性影响程度由强到弱为:焙烧温度>原料配比>焙烧时间,且焙烧温度与原料配比的交互作用较显著.当制备因素淤泥、秸秆和黏土的质量比为55:35:10,焙烧温度为1 150℃,焙烧时间为60 min时,淤泥基陶粒具有高吸水性,其1 h吸水率和饱和吸水率测得为70.02%和72.43%,拟合值为72.65%和75.21%.②铺设淤泥基陶粒减缓了湿润峰的运移使入渗时间延长30 min,累积入渗量提高了103%,并将土壤的初始入渗速率提高了36.7%.利用入渗模型对水分运移过程的拟合结果表明,R2值为0.958~0.998,模拟入渗过程准确.③铺设淤泥基陶粒使土壤平均含水率提高了9.5%,并且减小了土壤含水率随深度变化的波动性.综合来看,淤泥基陶粒吸水性受原料配比和焙烧温度的影响较显著,并且添加高吸水性陶粒后能有效地提升土壤渗蓄能力,其研究结果能够为缓解黄土高原水土流失问题和拓展淤泥的资源化利用方式提供一定的技术支持.
To investigate how different preparation parameters affect the water absorption capacity of sludge-based ceramsite,as well as the changes in infiltration properties of typical soils following the application of ceramsite,sludge collected from the reservoir area of a representative reservoir in Shanxi Province was selected as the primary raw material,supplemented with corn straw and clay.Using raw material proportion,calcination temperature,and calcination duration as independent variables,a three-factor,three-level Box-Behnken Design(BBD)experiment was conducted.The 1-hour water absorption rate and saturated water absorption capacity of the ceramsite were then measured to evaluate the impact of each preparation parameter on water absorption performance.Based on these results,ceramsite with a high water absorption capacity was applied to the soil surface for soil column infiltration tests,during which wetting front migration distance,cumulative infiltration volume,and infiltration rate were measured to analyze the resulting changes in soil infiltration characteristics.The results indicate the following:① The influence of different preparation factors on the water absorption of sludge-based ceramsite decreases in the order of calcination temperature>raw material ratio>calcination time.Additionally,the interaction between calcination temperature and raw material ratio is relatively significant.When the preparation factors are set to a mass ratio of sludge,straw,and clay of 55:35:10,a calcination temperature of 1150℃,and a calcination time of 60 minutes,the sludge-based ceramsite exhibits high water absorption,with measured 1-hour and saturated water absorption values of 70.02%and 72.43%,respectively,and fitted values of 72.65%and 75.21%.②Applying a sludge-based ceramsite layer slowed the advancement of the wetting front,extending the infiltration time by 30 minutes,increasing cumulative infiltration by 103%,and raising the initial soil infiltration rate by 36.7%.The infiltration model fitting results for the water movement process showed R² values ranging from 0.958 to 0.998,indicating an accurate simulation of the infiltration process.③Applying sludge-based ceramsite increased the average soil moisture content by 9.5%and reduced the variability of soil moisture with depth.Overall,the water absorption capacity of sludge-based ceramsite is significantly influenced by the raw material ratio and firing temperature.Additionally,adding high water-absorption ceramsite can effectively enhance soil infiltration and water-holding capacity.These findings provide valuable technical support for mitigating soil and water loss on the Loess Plateau and for expanding the resource utilization of sludge.
杨智陈;赵永军;郑利剑;孙西欢;马娟娟
太原理工大学水利科学与工程学院,山西 太原 030024||流域水资源协同利用山西省重点实验室,山西 太原 030024太原理工大学水利科学与工程学院,山西 太原 030024||流域水资源协同利用山西省重点实验室,山西 太原 030024太原理工大学水利科学与工程学院,山西 太原 030024||流域水资源协同利用山西省重点实验室,山西 太原 030024太原理工大学水利科学与工程学院,山西 太原 030024||流域水资源协同利用山西省重点实验室,山西 太原 030024太原理工大学水利科学与工程学院,山西 太原 030024||流域水资源协同利用山西省重点实验室,山西 太原 030024
农业科技
库区淤泥陶粒吸水性响应面法土壤入渗特性黄土高原
reservoir siltceramsitewater absorption capacityresponse surface methodologysoil infiltration characteristicsLoess Plateau
《节水灌溉》 2026 (6)
36-44,9
中央引导地方科技发展资金项目(YDZJSX20231A016)国家自然科学基金项目(52379044).
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