[1]袁林江,李剑,柴璐,等.SBR中基质降解特性及动力学模型研究[J].西安建筑科技大学学报:自然科学版,2015,47(01):115-119.[doi:10.15986/j.1006-7930.2015.01.022]
 YUAN Linjiang,LI Jian,CHAI Lu.The feature of substrate biodegradation and its dynamics model in SBR[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(01):115-119.[doi:10.15986/j.1006-7930.2015.01.022]
点击复制

SBR中基质降解特性及动力学模型研究()
分享到:

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

卷:
47
期数:
2015年01期
页码:
115-119
栏目:
出版日期:
2015-02-28

文章信息/Info

Title:
The feature of substrate biodegradation and its dynamics model in SBR
文章编号:
1006-7930(2015)01-0115-05
作者:
袁林江;李剑;柴璐;
西安建筑科技大学环境与市政工程学院;机械工业勘察设计研究院有限公司;西安建工大唐建设项目管理有限公司;
Author(s):
YUAN Linjiang1 LI Jian2 CHAI Lu3
1. College of Environmental and Municipal Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China; 2. China Jikan Research Institute of Engineering Investigation and Design, Co. Ltd., Xi’an 710043, China; 3. Xi’an Jian Gong Da Tang Construction Project Management, Co. Ltd., Xi’an 710065, China
关键词:
SBR基质降解特性动力学模型
Keywords:
SBR Substrate Biodegradation Dynamics Model
分类号:
X703
DOI:
10.15986/j.1006-7930.2015.01.022
文献标志码:
A
摘要:
针对现行SBR工艺设计中主要参数的选取仅凭经验或参照连续流系统的设计方法而忽视了序批式反应器自身生物降解的特点、造成设计计算上一定偏差的问题,以模拟生活污水为处理对象,在SBR反应器中对不同运行阶段的基质降解动力学过程进行了分析,推导出在缺/厌氧阶段以及好氧曝气阶段基质降解过程的动力学模型分别为S[aSi1S0]-5.654×10-6 Xt(缺氧/厌氧段)和S0101.662 5 10-5Xt(好氧段),同时提出了反应动力学参数的求定方法,并用实际运行数据对模型进行了有效性验证.结果表明,模型预测与实际SBR运行结果高度吻合、模型有效.这些模型为今后SBR工艺设计计算提供了适宜的设计...
Abstract:
Due to the lack of special designing model of sequencing batch reactor(SBR),the determination of basic parameters of the SBR has to depend on experience or refer to the design of continuous flow reactor in present, where its own characteristics of SBR has been ignored, resulting finally in some errors in the design. In order to solve the problem, the dynamic process of substrate biodegradation in different operation stage of the SBR treating synthesized domestic sewage was analyzed. Based on this, the dynamics models of substrate biodegradation were established according to anaerobic / anoxic (only mixing) stage and aerobic stage (aeration and mixing) of SBR operation. Selecting and determining method of the reaction kinetics’ parameters were proposed and discussed. The model was validated by data of performance of the SBR. As a result, substrate biodegrading model in anaerobic / anoxic stage is as S  [a ? Si  1 ?S0]?-5.654×10-6 Xt and that in aerobic stage S  ′ ? 101.662 510-5Xt. The results calculated by the models are highly consistent with that of performance of the reactor. The models are considered to be helpful for designing SBR applied to domestic wastewater treatment.

参考文献/References:

[1] 彭永臻. SBR 法的五大优点[J]. 中国给水排水, 1993,9(2): 29-31.
PENG Yongzhen. The Five Advantages of SBR[J]. China Water and Wastewater. 1993, 9(2): 29-31.
[2] 张自杰, 林荣礼, 金儒霖. 排水工程(下册)[M]. 北京:中国建筑工业出版社, 2000: 2-4.
ZHANG Zijie, LIN Rongli, JIN Rulin. Wastewater Engineering (The Second Part)[M]. Beijing: China Architecture and Building Press, 2000: 2-4.
[3] 顾夏声. 废水生物处理数学模式[M]. 2 版. 北京: 清华大学出版社, 1993: 45-77.
GU Xiasheng. Mathematic Simulation of Biological Wastewater Treatment[M]. 2nd ed. Beijing: Tsinghua University Press. 1993: 45-77.
[4] 王敏尔, 董志勇, 李探微, 等. SBR 法基质降解动力学过程研究[J]. 浙江工业大学学报, 2004, 32(5): 551-554.
WANG Miner, DONG Zhiyong, LI Tanwei, et al. Research on the kinetics of substrate degradation in SBR process[J]. Journal of Zhejiang University of Technology.2004, 32(5): 551-554.
[5] 方茜, 张可方. SBR 法降解有机物的规律及动力学分析[J]. 广州大学学报: 自然科学版, 2002, 1(5): 76-79.
FANG Qian, ZHANG Kefang. Regularity and kinetic analysis of degrading organic matter by sequencing batch reactor[J]. Journal of Guangzhou University: Natural Science Edition, 2002, 1(5): 76-79.
[6] 张玉环, 张俊贞, 李哲. SBR 法基质降解数学模型的建立和参数估计[J]. 天津理工学院学报, 2004, 20(4):55-56, 75.
ZHANG Yuhuan, ZHANG Junzhen, LI Zhe. Establishing mathematical model for SBR substance degradation and estimating the parameters[J]. Journal of Zhejiang University of Technology, 2004, 20(4): 55-56, 75.
[7] 刘芳, 顾国维, 蓝梅. 基于ASM1 变化模型的进展(上篇)[J]. 建设科技, 2002(7): 58-59.
LIU Fang, GU Guowei, LAN Mei. The Development of ASM1 Model(The First Part)[J]. Construction Science and Technology, 2002(7): 58-59.
[8] 姚曙光. CASS 深度处理漂染废水实验研究及其数学模型[D]. 厦门: 华侨大学, 2006: 53-54.
YAO Shuguang. Experiment of Treatment of Bleaching and Dyeing Wastewater and its Mathematic Simulation[D]. Xiamen: Huaqiao University, 2006: 53-54.

相似文献/References:

[1]韩 玮,袁林江,陆林雨.碳源吸收与PHA合成对PAO除磷能力的影响[J].西安建筑科技大学学报:自然科学版,2013,45(01):136.[doi:10.15986/j.1006-7930.2013.01.022]
 HAN Wei,YUAN Lin-jiang,LU Lin-yu.Influence of carbon source uptake and PHA synthesis on the removal ability of PAO[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(01):136.[doi:10.15986/j.1006-7930.2013.01.022]
[2]廖正伟,贺酰淑,陈宣,等.pH值对短程反硝化及N2O释放特性影响[J].西安建筑科技大学学报:自然科学版,2019,51(04):605.[doi:10.15986/j.1006-7930.2019.04.020]
 LIAO ZhengweiHE XianshuCHEN Xuan,L Yongtao,WANG Xudong.Effect of pH values on shortcut denitrification and nitrous oxide emission[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2019,51(01):605.[doi:10.15986/j.1006-7930.2019.04.020]

备注/Memo

备注/Memo:
收稿日期:2014-08-02 修改稿日期:2015-02-01
基金项目:国家自然科学基金项目(51078304)
作者简介:袁林江(1966.8-),男,教授,主要从事废水生物处理技术研究.E-mail: yuanlinjiang@xauat.edu.cn
更新日期/Last Update: 1900-01-01