[1]张建锋,赵 晨,张栋喆,等. V 型滤池中气水反冲洗条件下滤层配置特征的变化[J].西安建筑科技大学学报:自然版,2016,48(02):270-273.[doi:10.15986/j.1006-7930.2016.02. 021]
 ZHANG Jianfeng,ZHAO Chen,ZHANG Dongzhe,et al.Revolution of filter media configurations with water and air scour backwashing in V-Filter[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2016,48(02):270-273.[doi:10.15986/j.1006-7930.2016.02. 021]
点击复制

 V 型滤池中气水反冲洗条件下滤层配置特征的变化
()
分享到:

西安建筑科技大学学报:自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年02期
页码:
270-273
栏目:
出版日期:
2016-04-28

文章信息/Info

Title:
Revolution of filter media configurations with water and air scour backwashing in V-Filter
文章编号:
1006-7930(2016)02-0270-04
作者:
张建锋1 赵 晨1 张栋喆2 周 超3
1.西安建筑科技大学环境与市政工程学院,陕西 西安 710055;2.西安建筑科技大学建筑设计研究院,陕西 西安,710055;3.上海宏波工程咨询有限公司,上海 200232
Author(s):
ZHANG Jianfeng1 ZHAO Chen1 ZHANG Dongzhe2 ZHOU Chao3
1. School of Environmental and Municipal Engineering, Xi’an Univ. of Arch. & Tech. Xi’an 710055, China; 2.Institute of Architecture design and research of Xi’an, Xi’an Univ. of Arch. & Tech. Xi’an 710055, China; 3. Shanghai Hongbo project Management Co., LTD. Shanghai 200232, China
关键词:
均质滤料气水反冲洗滤层配置
Keywords:
uniform filter media air scour and water backwash filter media configuration
分类号:
TU991.24
DOI:
10.15986/j.1006-7930.2016.02. 021
文献标志码:
A
摘要:
均质滤料和气水反冲洗技术的应用是V 型滤池高效运行的核心,监测表明不同使用龄期的滤层内有效粒径d10 和不均匀系数K80 基本稳定,但滤池中滤料配置特征,包括等体积直径dv 和球形度系数ψ,随滤层深度呈现出特定的分布特征.采用滤层截污量分布、反冲洗后滤料表面残余含泥量分布以及截留污泥剥离性能测定,对滤层配置特征的变化进行了对比分析.结果显示,生产滤池中反冲洗效果最差的部位位于滤层内部,滤料比表面积的分布对截污量分布的影响不大,但与反冲洗完毕滤料表面残留污泥的分布规律一致.论文结论有助于气水反冲洗技术的理论发展,并为生产滤池提高反冲洗运行效率提供依据.
Abstract:
The application of uniform media configuration and air scour assisted backwash system are essential to long term successful service in V-Filter. The survey results in several plants revealed that the effective size (ES) d10 and uniformity coefficient (UC) K80 can keep stable with deferent aged period. However, the configuration characteristics, such as grain diameter of sphere of equal volume (dv) and sphericity(ψ), will shift from uniform with depth in filter. This revolution was explained and analyzed with the distribution of deposit, survival deposit after backwash and the detachment performance of deposit in situ filter. The analysis revealed that the worst backwash efficiency was located 20~30 cm below the surface of media in filter, and the distribution with depth of the specific surface of grains resemble the survival deposit after backwash and no relation with deposit in media porous. The conclusions drawn here will benefit the mechanism research on air scour and water backwash, and promote the innovation of filter backwash techniques.

参考文献/References:

[1] 许保玖. 给水处理理论[M].北京:中国建筑工业出版社2000.

HSU Paochiu. Water treatment theories and principles [M].Beijing: China Architecture & Building Press, 2000.

[2] 杨永志,张鹏,张德跃. 翻板滤池在设计和施工中的注意事项[J]. 中国给水排水,2015, 31(10): 61-63.

YANG Y Z, ZHANG P, ZHANG D Y. Considera- tions in Design and Construction of Shutter Filter [J]. China Water & Wastewater, 2015, 31(10):61-63.

[3] SLAVIK I, JEHMLICH A, UHL W. Impact of backwashing procedures on deep bed filtration productivity in drinking water treatment [J]. Water Research. 2013(47): 6348-6357.

[4] CLEASBY J L, LOGSDON G S. Granular bed and precoat filtration. In: AWWA. Water quality and treatment—a handbook of community water supplies [M]. 5th ed. New York: Mc Graw Hill, 2000.

[5] T.艾伦. 颗粒大小测定[M]. 北京:中国建筑工业出版社.1984.

ALLEN T. Particle size measurement [M]. Beijing: China Architecture & Building Press, 1984.

[6] HALL D, FITZPATRICK C S B. Spectral analysis of pressure variations during combined air and water backwash of rapid gravity filters [J]. Water Research. 1999(33): 3666-3672.

[7] AMIRTHARAJAH A. Fundamentals and theory of air scour[J]. Jour. Envir. Engr. Div.-ASCE, 1984, 110(3):573.

[8] IVESK J, FITZPATRICK C S B. Detachment of deposit from sand grains[J].Colloid sand surfaces, 1989, 39(1):239-253

备注/Memo

备注/Memo:
收稿日期:2015-04-23 修改稿日期:2016-04-08
项目基金:国家重大水专项基金资助(2014ZX07305-002)
作者简介:张建锋(1970-),男,副教授,博士.主要研究方向:水处理与节水技术、水资源保护.Email:jfzh7098@163.com
更新日期/Last Update: 2016-05-23