Computer program development for the design of integrated fixed film activated sludge wastewater treatment processes

被引:9
|
作者
Sriwiriyarat, T [1 ]
Randall, CK
Sen, D
机构
[1] Burapha Univ, Dept Civil Engn, Chon Buri 20131, Thailand
[2] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[3] Santa Clara Valley Water Dist, San Jose, CA 95118 USA
关键词
computer programming; activated sludge; biofilm; nitrogen; mathematical models; wastewater management;
D O I
10.1061/(ASCE)0733-9372(2005)131:11(1540)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Integrated Fixed Film Activated Sludge (IFAS) wastewater treatment systems are activated sludge biological nutrient removal processes that have been enhanced by the addition of biofilm support media into the aerobic zone of the system to obtain year round nitrification in activated sludge systems that otherwise could not support it. The objective of this study was to develop a computer package called "IFAS" that allows steady-state simulation of IFAS wastewater treatment processes based on the International Association Water Quality general model for activated sludge and empirical equations for chemical oxygen demand (COD) uptake and nitrification on integrated fixed film developed at Virginia Tech. The current version of the IFAS program supports only sponge-type media; however, the model could be modified for other media if the appropriate equations and required parameters values are known. Data obtained from IFAS sponge media pilot scale plants treating a weak municipal wastewater supplemented by sodium acetate, urea, sodium bicarbonate, and potassium phosphates and operated at different aerobic mean cells residence times were used to evaluate the model with parameter values for nitrification and COD uptake rates developed in batch studies. The model-generated ammonia and soluble COD profiles were insignificantly different statistically from the experimental data. The IFAS model satisfactorily predicts carbonaceous removal and nitrification, and has the potential to be a useful tool for scientists and engineers seeking to design and optimize either IFAS or conventional biological nutrient removal activated sludge systems.
引用
收藏
页码:1540 / 1549
页数:10
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