Modeling, simulation and operational parameters of dissolved air flotation

被引:27
作者
Matsui, Y
Fukushi, K
Tambo, N
机构
[1] Gifu Univ, Dept Civil Engn, Gifu 50111, Japan
[2] Hachinohe Inst Technol, Dept Civil Engn, Hachinohe 031, Japan
[3] Hokkaido Univ, Sapporo, Hokkaido 060, Japan
来源
JOURNAL OF WATER SERVICES RESEARCH AND TECHNOLOGY-AQUA | 1998年 / 47卷 / 01期
关键词
D O I
10.2166/aqua.1998.0003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the mathematical formulation of a model for bubble-flee agglomeration in the contact zone of dissolved air flotation (DAF). It also contains rising velocity formulae for a bubble-hoc agglomerate in the separation zone of DAF. The bubble-flee agglomeration model is based on the population balance of air bubbles, particles, and bubble-particle agglomerates, and the rate of bubble-flee collision and attachment. The model has been designed for two cases: where particles are larger than bubbles and vice versa. The requirements of pre-treatment (coagulation and flocculation) and the amount of air as bubbles are discussed, with the support of a model simulation. The air supply-consumption ratio (A(sc)) is derived as an important static parameter determining DAF performance, and should be greater than 1. The traditional DAF parameter, the air-solid ratio (A(s)), is proportional to the air supply-consumption ratio. The DAF model parameter evaluation suggested that it should be on the order of 0.01 or more. To ensure a sufficient bubble-flee collision rate, the DAF model simulation revealed, the kinetic parameter (bubble volume concentration times flee diameter, phi(b)d) Should be greater than 6.0 x 10(-8)m. The performance of DAF in treating a high concentration suspension (>100 mg/L) is dependent mainly on the air-solid ratio (or the air supply-consumption ratio). For low concentration suspensions (much less than 100 mg/L), phi(b)d instead of the air-solid ratio is a dominant operational parameter in ensuring an acceptable bubble-flee collision frequency. The bubble volume concentration required for treating a low concentration suspension can be reduced with the increase of flee size by pre-flocculation.
引用
收藏
页码:9 / 20
页数:12
相关论文
共 32 条
[11]  
LAGVANKER LA, 1968, JAWWA, V37, P1040
[12]  
LETTERMAN RD, 1981, P AWWA SEM COAG FILT
[13]  
Levich V. G., 1962, PHYSICOCHEMICAL HYDR
[14]  
MALLEY JP, 1991, J AM WATER WORKS ASS, V83, P56
[15]  
MATSUI Y, 1990, WATER SUPPLY, V8, P71
[16]  
MELBOURNE JD, 1977, FLOTATION WATER WAST
[17]  
PACKHAM RF, 1972, WATER CLARIFICATION, V2
[18]  
PACKHAM RF, 1975, WATER CLARIFICATION, V3
[19]  
PACKHAM RF, 1972, WATER CLARIFICATION, V1
[20]  
SUFFMAR PG, 1956, J FLUID MECH, V1, P16