水力紊动条件对泥沙絮体分形结构的影响

李冬梅; 金同轨; 王和平; 梅胜; 谭万春

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水力紊动条件对泥沙絮体分形结构的影响

李冬梅, 金同轨, 王和平, 梅胜, 谭万春

文章导航 > 水科学进展 > 2006 > 17(3): 402-406

李冬梅, 金同轨, 王和平, 梅胜, 谭万春. 水力紊动条件对泥沙絮体分形结构的影响[J]. 水科学进展, 2006, 17(3): 402-406.

引用本文:

李冬梅, 金同轨, 王和平, 梅胜, 谭万春. 水力紊动条件对泥沙絮体分形结构的影响[J]. 水科学进展, 2006, 17(3): 402-406.

LI Dong-mei, JIN Tong-gui, WANG He-ping, MEI Sheng, TAN Wan-chun. Effects of hydrodynamic turbulent conditions on aggregate fractal structures[J]. Advances in Water Science, 2006, 17(3): 402-406.

Citation:

LI Dong-mei, JIN Tong-gui, WANG He-ping, MEI Sheng, TAN Wan-chun. Effects of hydrodynamic turbulent conditions on aggregate fractal structures[J]. Advances in Water Science, 2006, 17(3): 402-406.

水力紊动条件对泥沙絮体分形结构的影响

1.
广东工业大学建设学院, 广东, 广州, 510500;
2.
西安建筑科技大学环境与市政工程学院, 陕西, 西安, 710055;
3.
长沙理工大学化学与环境工程系, 湖南, 长沙, 410076

基金项目: 国家自然科学基金资助项目(50078043)

详细信息

作者简介:
李冬梅(1972- ),女,湖南娄底人,广东工业大学副教授,博士后,主要从事水处理理论与技术研究.E-mail:ldm108@163.com

中图分类号: X131.2;TV149;TU991.22

Effects of hydrodynamic turbulent conditions on aggregate fractal structures

1.
School of Construction, Guangdong University of Technology, Guangzhou 510500, China;
2.
School of Environmental & Municipal Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China;
3.
School of Chemical and Environmental Engineering, Changsha University of Science & Technology, Changsha 410076, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.50078043).

摘要: 在含沙量为85 kg/m³的悬浊液中投加阳型高分子聚合物,改变水力紊动条件:剪切速率(r)或速度梯度(G)与剪切时间(t),借助沉降技术、图像分析技术及分形特性定量表征参数“分维”探讨了架桥絮体结构的演变规律,得出分形结构达最佳状态时的水力紊动强度(Gt)值存在两个临界值:快速絮凝阶段和慢速絮凝阶段。实验发现,不同含沙量架桥絮体分形结构致密度最高时所需的最佳Gt值相近。含沙量越低,r或G值应降低,t值增加,分维值降低。另外,相同含沙量无机混凝剂絮体与高分子架桥絮体分形结构达最佳时,前者所需Gt值高,对应的G值低,t需延长,絮体平均质量分维(D₃)值高,但絮体结构脆弱。
- 含沙量 /
- 架桥絮体 /
- 分形结构 /
- 分形维数 /
- 水力紊动条件 /
- Gt值
Abstract: Based on adding the cation high molecular weight polymer into the turbid suspended liquor containing 85 kg/m³ of sediments,this paper discusses the changing hydrodynamic turbulent conditions in the process of flocculation,such as shearing rate r (or velocity gradient G) and shearing time t,and the use of the settlement and the image analysis technology,the factor "fractal dimension D" which can characterize the fractal properties in quantity and the evolution regularities of the fractal structures of the bridging-flocculated aggregates.The results show that there are two critical values about hydrodynamic turbulent strength Gt (G₁t₁= 2350±100 at rapid flocculation stage and G₂t₂= 12400±100 at slow flocculation stage) when fractal structures reach the optimum state.It is found in experiment that the optimum Gt value is nearly the same when the compactness of the fractal structures of the bridging flocculated aggregates reaches the highest point of the different raw silt content.When raw silt content is low,r or G value should be reduced and t value increased However,the value of the fractal dimen sion D decreases Furthermore,when the fractal structures of flocs formed by the addition inorganic coagulant and the bridging-flocculation aggregates formed by the additional high molecular flocculant reach the optimum state with the same raw silt content,the former needs the higher Gt value,corresponding to the lower G value and the longer t value and the average mass fractal dimension D₃ value of floc is higher,but the fractal structure of floc appears frangible.
- slit content /
- bridging-flocculated aggregates /
- fractal structure /
- fractal dimension /
- hydrodynamic turbulent conditions /
- Gt value

[1]	E.I.巴宾科夫著.郭连起译.论水的混凝[M].北京:中国建筑工业出版社,1982.125-148.
[2]	李冬梅,金同轨,梅胜,等.含沙高浊水架桥絮体的质量分形[J].中国给水排水,2004,20(11):52-54.
[3]	李冬梅,梅胜,金同轨,等.黄河泥沙架桥絮体分形结构的动态演变研究[J].给水排水,2004,30(11):1-5.
[4]	Tang S,Preece J M,McFarlane C M,et al.Fractal Morphology and Breakage of DLCA and RLCA Aggregates[J].Joural of Colloid and Interface Science,2000,221:114-123.
[5]	John Gregory.The Density of Particle Aggregates[J].Wat Sci Technolo,1997,36(4):1-13.
[6]	Gmachowski L.mechanism of shear aggregation[J].Wat Res,1995,29(8):1 815-1 820.
[7]	许保玖.给水处理理论[M].北京:中国建筑工业出版社,2000.201-203.
[8]	Serge Stoll,Jacques Buffle.Computer Computer Simulation of Flocculation Progresses:The Roles of Chain Conformation and Chain/Colloid Concentration Ratio in the Aggregate Structures[J].Journal of Colloid and Interface Science,1998,205,290-304.
[9]	Elimelich M,Gregory J,Jia X,et al.Particle Deposition and Aggregation:Measurement,Modelling and Simulation[M].Butterworth-Heinemann,Oxford,1995.
[10]	La Mer,V K.Rheological Phenomena of Clay Sols in Connection with the Charge Distribution on the Micelles[J].Discuss.Faraday Soc,1966,(42):248-257.

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水力紊动条件对泥沙絮体分形结构的影响

1. 广东工业大学建设学院, 广东, 广州, 510500;

2. 西安建筑科技大学环境与市政工程学院, 陕西, 西安, 710055;

3. 长沙理工大学化学与环境工程系, 湖南, 长沙, 410076

基金项目: 国家自然科学基金资助项目(50078043)

作者简介:
李冬梅(1972- ),女,湖南娄底人,广东工业大学副教授,博士后,主要从事水处理理论与技术研究.E-mail:ldm108@163.com

收稿日期: 2005-02-17
修回日期: 2005-05-10
刊出日期: 2006-05-25

中图分类号: X131.2;TV149;TU991.22

关键词:

含沙量 /

摘要: 在含沙量为85 kg/m³的悬浊液中投加阳型高分子聚合物,改变水力紊动条件:剪切速率(r)或速度梯度(G)与剪切时间(t),借助沉降技术、图像分析技术及分形特性定量表征参数“分维”探讨了架桥絮体结构的演变规律,得出分形结构达最佳状态时的水力紊动强度(Gt)值存在两个临界值:快速絮凝阶段和慢速絮凝阶段。实验发现,不同含沙量架桥絮体分形结构致密度最高时所需的最佳Gt值相近。含沙量越低,r或G值应降低,t值增加,分维值降低。另外,相同含沙量无机混凝剂絮体与高分子架桥絮体分形结构达最佳时,前者所需Gt值高,对应的G值低,t需延长,絮体平均质量分维(D₃)值高,但絮体结构脆弱。

English Abstract

Effects of hydrodynamic turbulent conditions on aggregate fractal structures

1. School of Construction, Guangdong University of Technology, Guangzhou 510500, China;

2. School of Environmental & Municipal Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China;

3. School of Chemical and Environmental Engineering, Changsha University of Science & Technology, Changsha 410076, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.50078043).

Received Date: 2005-02-17
Rev Recd Date: 2005-05-10
Publish Date: 2006-05-25

Keywords:

Abstract: Based on adding the cation high molecular weight polymer into the turbid suspended liquor containing 85 kg/m³ of sediments,this paper discusses the changing hydrodynamic turbulent conditions in the process of flocculation,such as shearing rate r (or velocity gradient G) and shearing time t,and the use of the settlement and the image analysis technology,the factor "fractal dimension D" which can characterize the fractal properties in quantity and the evolution regularities of the fractal structures of the bridging-flocculated aggregates.The results show that there are two critical values about hydrodynamic turbulent strength Gt (G₁t₁= 2350±100 at rapid flocculation stage and G₂t₂= 12400±100 at slow flocculation stage) when fractal structures reach the optimum state.It is found in experiment that the optimum Gt value is nearly the same when the compactness of the fractal structures of the bridging flocculated aggregates reaches the highest point of the different raw silt content.When raw silt content is low,r or G value should be reduced and t value increased However,the value of the fractal dimen sion D decreases Furthermore,when the fractal structures of flocs formed by the addition inorganic coagulant and the bridging-flocculation aggregates formed by the additional high molecular flocculant reach the optimum state with the same raw silt content,the former needs the higher Gt value,corresponding to the lower G value and the longer t value and the average mass fractal dimension D₃ value of floc is higher,but the fractal structure of floc appears frangible.

李冬梅, 金同轨, 王和平, 梅胜, 谭万春. 水力紊动条件对泥沙絮体分形结构的影响[J]. 水科学进展, 2006, 17(3): 402-406.

引用本文:

李冬梅, 金同轨, 王和平, 梅胜, 谭万春. 水力紊动条件对泥沙絮体分形结构的影响[J]. 水科学进展, 2006, 17(3): 402-406.

LI Dong-mei, JIN Tong-gui, WANG He-ping, MEI Sheng, TAN Wan-chun. Effects of hydrodynamic turbulent conditions on aggregate fractal structures[J]. Advances in Water Science, 2006, 17(3): 402-406.

Citation:

LI Dong-mei, JIN Tong-gui, WANG He-ping, MEI Sheng, TAN Wan-chun. Effects of hydrodynamic turbulent conditions on aggregate fractal structures[J]. Advances in Water Science, 2006, 17(3): 402-406.