page 647 |
Previous | 1 of 8 | Next |
|
|
Loading content ...
75 COMBINED TREATMENT BY AERATED PONDS AND CHEMICAL CLARIFICATION COMPLETED BY RECIRCULATED COOLING SYSTEM N. Galil, Senior Lecturer M. Rebhun, Professor Environmental and Water Resources Engineering Technion — Israel Institute of Technology Haifa, Israel Biotreatment of wastewater from an integrated oil refinery by activated sludge and by RBC was studied and reported by the authors in previous Purdue Industrial Waste Conferences. The objective of this study is to develop a low cost process combination by utilizing facilities, which exist in most industries, as treatment means as well as recipient for the renovated effluent. The idea is to share the task of the bioprocess between: a) a partial primary stage biotreatment by two aeration ponds (AP); b) chemical clarification of the primary stage effluent for removal of MLSS and colloids synthesized in the first process, by utilizing the existing lime clarification-softening system; c) completion of the bioprocess by a recirculated cooling system (RCS) which has a high biooxidation capacity and also reuses the clarified effluent as make-up. The paper analyzes experimental data obtained from a pilot plant including two aerated tanks in series with a total hydraulic residence time of 2 days, followed by a lime clarifier. The main characteristics of the AP process is that hydraulic and sludge residence times are identical; two days are considered as very short SRT, especially in petrochemical wastewater, while in activated sludge SRT is usually above 15 days. The AP removed 60% of the COD—15% by stripping —and 80% of the BOD; the oil removal was up to 50%. The chemical lime clarification improved the AP effluent reducing: suspended solids from 160 to 8 mg/1; oil from 34 to 9 mg/1; total COD from 290 to 170 mg/1. The study includes data on volumes and characteristics of the chemical sludge produced. The organic matter residual from previous treatment stages, most of it in soluble form, will be biodegraded in the RCS. The characteristics of RCS working as biological reactor were studied by Rebhun et al. and reported elsewhere. This study emphasizes economy in capital investment and beneficial reuse of industrial wastewater. The combined system includes two biological barriers, AP and RCS, combined with the chemical clarification barrier, providing reliable and a low cost process combination. INTRODUCTION Refinery wastewater biological treatment data has been reported for many years. The data demonstrates efficient stabilization in the activated sludge process in which the biota metabolize the refractory components after long acclimation periods'. Adding adapted mutant bacteria has been suggested by others2,3. The presence of parafinic and aromatic hydrocarbons affects biofloc settling adversely and their biodegradability rate is much lower than that of municipal type organic material4. Phenols are a major component of refinery wastewaters, being produced in the cracking process and special gasoline washeries. While many report that phenol is a controlling toxicant in biological treatment5,6, others report efficient phenol removal at influent concentrations up to 200 mg/1, after acclimation, which requires, however, a long reactor residence time to achieve good biofloc settleability7. The wastewater of the integrated refinery reported in this study is pretreated by gravity oil-water separation, followed by flocculation and dissolved air flotation. The effluent contains 60 to 280 mg/1 BOD, 260 to 710 mg/1 COD, 20 to 170 mg/1 hydrocarbons; the phenols concentration was 2 to 6 mg/1, after taking concentrated phenolic streams, accumulated in the refinery, to separate treatment. The severe regional water shortage, imposed to reuse treated effluent as make up in the cooling water system, minimized effluent discharge to the river. Biological treatments by activated sludge or 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 647
Object Description
Purdue Identification Number | ETRIWC199075 |
Title | Combined treatment by aerated ponds and chemical clarification completed by recirculated cooling system |
Author |
Galil, Noah I. Rebhun, M. |
Date of Original | 1990 |
Conference Title | Proceedings of the 45th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,41605 |
Extent of Original | p. 647-654 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-08-20 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 647 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | 75 COMBINED TREATMENT BY AERATED PONDS AND CHEMICAL CLARIFICATION COMPLETED BY RECIRCULATED COOLING SYSTEM N. Galil, Senior Lecturer M. Rebhun, Professor Environmental and Water Resources Engineering Technion — Israel Institute of Technology Haifa, Israel Biotreatment of wastewater from an integrated oil refinery by activated sludge and by RBC was studied and reported by the authors in previous Purdue Industrial Waste Conferences. The objective of this study is to develop a low cost process combination by utilizing facilities, which exist in most industries, as treatment means as well as recipient for the renovated effluent. The idea is to share the task of the bioprocess between: a) a partial primary stage biotreatment by two aeration ponds (AP); b) chemical clarification of the primary stage effluent for removal of MLSS and colloids synthesized in the first process, by utilizing the existing lime clarification-softening system; c) completion of the bioprocess by a recirculated cooling system (RCS) which has a high biooxidation capacity and also reuses the clarified effluent as make-up. The paper analyzes experimental data obtained from a pilot plant including two aerated tanks in series with a total hydraulic residence time of 2 days, followed by a lime clarifier. The main characteristics of the AP process is that hydraulic and sludge residence times are identical; two days are considered as very short SRT, especially in petrochemical wastewater, while in activated sludge SRT is usually above 15 days. The AP removed 60% of the COD—15% by stripping —and 80% of the BOD; the oil removal was up to 50%. The chemical lime clarification improved the AP effluent reducing: suspended solids from 160 to 8 mg/1; oil from 34 to 9 mg/1; total COD from 290 to 170 mg/1. The study includes data on volumes and characteristics of the chemical sludge produced. The organic matter residual from previous treatment stages, most of it in soluble form, will be biodegraded in the RCS. The characteristics of RCS working as biological reactor were studied by Rebhun et al. and reported elsewhere. This study emphasizes economy in capital investment and beneficial reuse of industrial wastewater. The combined system includes two biological barriers, AP and RCS, combined with the chemical clarification barrier, providing reliable and a low cost process combination. INTRODUCTION Refinery wastewater biological treatment data has been reported for many years. The data demonstrates efficient stabilization in the activated sludge process in which the biota metabolize the refractory components after long acclimation periods'. Adding adapted mutant bacteria has been suggested by others2,3. The presence of parafinic and aromatic hydrocarbons affects biofloc settling adversely and their biodegradability rate is much lower than that of municipal type organic material4. Phenols are a major component of refinery wastewaters, being produced in the cracking process and special gasoline washeries. While many report that phenol is a controlling toxicant in biological treatment5,6, others report efficient phenol removal at influent concentrations up to 200 mg/1, after acclimation, which requires, however, a long reactor residence time to achieve good biofloc settleability7. The wastewater of the integrated refinery reported in this study is pretreated by gravity oil-water separation, followed by flocculation and dissolved air flotation. The effluent contains 60 to 280 mg/1 BOD, 260 to 710 mg/1 COD, 20 to 170 mg/1 hydrocarbons; the phenols concentration was 2 to 6 mg/1, after taking concentrated phenolic streams, accumulated in the refinery, to separate treatment. The severe regional water shortage, imposed to reuse treated effluent as make up in the cooling water system, minimized effluent discharge to the river. Biological treatments by activated sludge or 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 647 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Tags
Comments
Post a Comment for page 647