江西理工大学学报
江西理工大學學報
강서리공대학학보
JOURNAL OF JIANGXI UNIVERSITY OF SCIENCE AND TECHNOLOGY
2014年
1期
46-53
,共8页
朱锋%曾芳金%孙林柱%蔡月民
硃鋒%曾芳金%孫林柱%蔡月民
주봉%증방금%손림주%채월민
絮凝剂%钻孔粘土泥浆%压滤脱水%模型
絮凝劑%鑽孔粘土泥漿%壓濾脫水%模型
서응제%찬공점토니장%압려탈수%모형
flocculent%drilling clay slurry%pressure filtration%model
以钻孔粘土废弃泥浆为研究对象,选用石灰和石膏作为絮凝剂,采用先单一、后混合添加的方法,按照先絮凝、后压滤的试验步骤,研究不同加药量时,石灰、石膏两种絮凝剂单独使用以及不同配合比时,絮凝剂对钻孔粘土废弃泥浆絮凝脱水的规律。试验结果表明,添加石灰和石膏絮凝剂后,泥浆压滤脱水规律呈非线性增长。添加单一絮凝剂时,泥浆压滤脱水速率随加絮凝剂加药量的增加而增大,存在最优加药量;添加混合絮凝剂时,石灰絮凝剂加药量的变化对泥浆压滤脱水具有较大的影响;当石灰絮凝剂加药量未达到最优时,石膏絮凝剂加药量的变化对泥浆压滤脱水影响较小,当石灰絮凝剂加药量达到最优后,石膏絮凝剂加药量变化对泥浆压滤脱水影响较大。并建立两者添加方式最优加药量时泥浆脱水数学模型。研究结果为工程中泥浆固液分离提供重要指导。
以鑽孔粘土廢棄泥漿為研究對象,選用石灰和石膏作為絮凝劑,採用先單一、後混閤添加的方法,按照先絮凝、後壓濾的試驗步驟,研究不同加藥量時,石灰、石膏兩種絮凝劑單獨使用以及不同配閤比時,絮凝劑對鑽孔粘土廢棄泥漿絮凝脫水的規律。試驗結果錶明,添加石灰和石膏絮凝劑後,泥漿壓濾脫水規律呈非線性增長。添加單一絮凝劑時,泥漿壓濾脫水速率隨加絮凝劑加藥量的增加而增大,存在最優加藥量;添加混閤絮凝劑時,石灰絮凝劑加藥量的變化對泥漿壓濾脫水具有較大的影響;噹石灰絮凝劑加藥量未達到最優時,石膏絮凝劑加藥量的變化對泥漿壓濾脫水影響較小,噹石灰絮凝劑加藥量達到最優後,石膏絮凝劑加藥量變化對泥漿壓濾脫水影響較大。併建立兩者添加方式最優加藥量時泥漿脫水數學模型。研究結果為工程中泥漿固液分離提供重要指導。
이찬공점토폐기니장위연구대상,선용석회화석고작위서응제,채용선단일、후혼합첨가적방법,안조선서응、후압려적시험보취,연구불동가약량시,석회、석고량충서응제단독사용이급불동배합비시,서응제대찬공점토폐기니장서응탈수적규률。시험결과표명,첨가석회화석고서응제후,니장압려탈수규률정비선성증장。첨가단일서응제시,니장압려탈수속솔수가서응제가약량적증가이증대,존재최우가약량;첨가혼합서응제시,석회서응제가약량적변화대니장압려탈수구유교대적영향;당석회서응제가약량미체도최우시,석고서응제가약량적변화대니장압려탈수영향교소,당석회서응제가약량체도최우후,석고서응제가약량변화대니장압려탈수영향교대。병건립량자첨가방식최우가약량시니장탈수수학모형。연구결과위공정중니장고액분리제공중요지도。
In this paper, drilling clay slurry is used for study, and lime and gypsum are selected as flocculent. Test method of first flocculation then pressure filtration was used to study the rule using the two flocculents alone and then together under different dosages. Results show that the slurry pressure filtration dewatering rule of lime and gypsum increases non-linearly. When a single flocculant is added, the slurry pressure filtration dewatering rate increases with the increase of the amount of flocculent dosing. there is an optimal dosage of gypsum flocculent. When a mix of flocculants are added, the amount of lime flocculant has a great impact on the slurry pressure filtration dewatering rate, the change of lime flocculant dosing has lesser influence on the dewatering rate when the dosage is smaller than the optimal value. When the dosage is larger than the optimal value, the dewatering effect of lime flocculent is better than gypsum flocculent under the same conditions. Finally, a slurry dewatering mathematical model of both the optimal dosage is established. The findings provide important guidance for slurry solid-liquid separation in engineering.