Performance of the Tube Settler Clarification at Different Inclination Angles and Variable Flow Rate

Author:

Al-Dulaimi Sofyan M.S.1,Racoviteanu Gabriel2

Affiliation:

1. PhD. Student, Technical University of Civil Engineering of Bucharest , Dept. of Water Engineering

2. Professor, Technical University of Civil Engineering of Bucharest , Dept. of Water Engineering

Abstract

Abstract Sedimentation tanks are a major and important component of the wastewater treatment plants, where the cost of construction for traditional tanks may represent up to 30% of the total cost of the plants, as well as sedimentation tanks occupy relatively large areas and often require long retention times to separate the suspended solids from the liquid. High-rate tube settlers are one of the practical solutions for the development of treatment plants, especially sedimentation tanks, lamella systems can be used instead of conventional sedimentation basins or for upgrade and increase their capacity and efficiency. In addition to their high efficiency, they require much less space compared to conventional sedimentation tanks. The current study was developed to evaluate the performance of the tube settler and the effect of the inclination of tube settler on the effluent quality. In the practical experiments, tube settler unit consisting of four separate circular tubes of 27 mm inner diameter, with a length of 150 cm each were used at different inclination angles of 48, 54 and 60 degrees. A pilot scale model of coagulation-flocculation followed by sedimentation unit was prepared & installed at Colentina Laboratory Complex-UTCB for this purpose.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Reference22 articles.

1. [1] Tamayol, A., Firoozabadi, B., and Ahmadi, G. 2008. Effects of inlet position and baffle configuration on hydraulic performance of primary settling tanks. Journal of Hydraulic Engineering, 134(7):1004–1009.10.1061/(ASCE)0733-9429(2008)134:7(1004)

2. [2] Kshitija Balwan et al., International journal of innovative research in advanced engineering (Issue 01, volume 3 January 2016).

3. [3] Wang L K, Hung Y, Shammas N: Physicochemical treatment processes. Humana Press, New Jersey, US, 2005. P.391, P. 407.10.1385/159259820x

4. [4] Shirley E. Clark et al., Journal of environmental engineering @ ASCE/August 2009.

5. [5] Kawamura, S. _2000_. Integrated design and operation of water treatment facilities, 2nd, Ed., Wiley, New York.

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