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NEAR EAST UNIVERSITY

INSTITUTE OF APPLIED

AND SOCIAL SCIENCES

IMPACT OF ANAEROBIC LAGOONS ON THE

PERFORMANCE OF BOD AND TSS REMOVALS AT

NICOSIA WASTEWATER PLANT

Samah J. ALMAQADMA

Master thesis

DEPARTMENT OF CIVIL ENGINEERING

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ABSTRACT

Impact of Anaerobic Lagoons on the Performance of BOD and TSS

Removals at Nicosia Wastewater Treatment Plant

Samah j. ALMAQADMA

M.Sc., Department of Civil Engineering

Supervisor: Assoc. Prof. Dr. Umut TÜRKER

Co-Supervisor: Asst. Dr. Mehmet OKAYGÜN

May 2008

One of the most common tests for the determination of the strength and organic content of wastewaters is the biochemical oxygen demand (BOD). The capital of Cyprus, Nicosia has upgraded its wastewater treatment plant during the 2000s that has provided a significant improvement in BOD and total suspended solids (TSS) treatment efficiencies. This performance is tested through the data collected between 1993 and 2005 at which experiments were performed with three replications per treatment. Data were analyzed by analysis of variance using ANOVA to detect significant differences between means and the differences in the means were tested by the least significant difference (LSD). A one way ANOVA test showed significant difference (P<0.05) in the means of all samples investigated in the various locations and time intervals of the treatment plant. Experimental results showed that installation of these innovative anaerobic lagoons was able to reduce the concentrations of BOD and TSS to desirable values that fall within the limits of both national and international effluent standards before disposal into the stream. However, the limits for the reuse of effluent for irrigation purposes require more improvement on the treatment technology. The significant improvement on BOD removal increased the treatment performance of BOD up to 93%, whereas the TSS treatment performance increased up to 84%.

KEY WORDS: Waste Stabilization Pond, Anaerobic Lagoon, ANOVA, Nicosia Wastewater

Treatment Plant, Biological Oxygen Demand, Total Suspended Solids.

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ACKNOWLEDGMENT

First, I would like to express sincere gratitude to my thesis advisors Assoc. Prof. Dr. Umut TÜRKER and Asst. Prof. Dr. Mehmet OKAYGÜN for their excellent guidance and advice,

and their effort over this thesis.

Second, I would like to thank all the individuals who contributed to this thesis. Especially my co-supervisor, Asst. Prof. Dr. Mehmet OKAYGÜN and the head of the Nicosia wastewater

treatment plant Miss. Taibe Efe for her helping in collection the data.

Third, I also would like to thanks to Asst. Prof. Dr. Dudu Özkum, whose contributions in statistical analysis enlarge the focus of this thesis.

Finally, I would also like to thank my husband for his encouragement, support and patience. Without him, it was not easy to complete this thesis.

 

 

   

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TABLE OF CONTENTS

TOC \O "1-4" \H \Z \U ABSTRACT 2 

ACKNOWLEDGMENT 3 

TABLE OF CONTENTS 4 

LIST OF FIGURES ERROR! BOOKMARK NOT DEFINED. 

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CHAPTER 1 ERROR! BOOKMARK NOT DEFINED. 

INTRODUCTION ERROR! BOOKMARK NOT DEFINED. 

CHAPTER 2 ERROR! BOOKMARK NOT DEFINED. 

FUNDAMENTALS OF WASTEWATER ENGINEERINGERROR! BOOKMARK NOT

DEFINED. 

2.1 Introduction  Error! Bookmark not defined. 

2.2 Definition of wastewater characteristics  Error! Bookmark not defined. 

2.2.1 Organic constituents  Error! Bookmark not defined. 

2.2.1.1 Biochemical Oxygen Demand (BOD)  Error! Bookmark not defined. 

2.2.1.2 Chemical Oxygen Demand (COD)  Error! Bookmark not defined. 

2.2.1.3 Total Organic Carbon (TOC)  Error! Bookmark not defined. 

2.2.2 Nitrogen constituents  Error! Bookmark not defined. 

2.2.3 Phosphorus compounds (P)  Error! Bookmark not defined. 

2.2.4 Solids  Error! Bookmark not defined. 

2.2.4.1 Suspended solids  Error! Bookmark not defined. 

2.2.4.2 Settable solids  Error! Bookmark not defined. 

2.2.4.3 Dissolved solids  Error! Bookmark not defined. 

2.2.5 pH  Error! Bookmark not defined. 

2.2.6 Alkalinity  Error! Bookmark not defined. 

CHAPTER 3 ERROR! BOOKMARK NOT DEFINED. 

WASTEWATER TREATMENT TECHNOLOGY ERROR! BOOKMARK NOT

DEFINED. 

3.1 Introduction  Error! Bookmark not defined. 

3.2 Preliminary treatment  Error! Bookmark not defined. 

4   

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3.3 Primary treatment  Error! Bookmark not defined. 

3.4 Secondary treatment  Error! Bookmark not defined. 

3.4.1 Activated sludge  Error! Bookmark not defined. 

3.4.2 Trickling filter  Error! Bookmark not defined. 

3.4.3 Lagoons  Error! Bookmark not defined. 

3.5 Tertiary treatment  Error! Bookmark not defined. 

3.6 Wastewater Stabilization Ponds  Error! Bookmark not defined. 

3.6.1 Advantages of Lagoon Systems  Error! Bookmark not defined. 

3.6.2 Disadvantages of Lagoon Systems  Error! Bookmark not defined. 

3.6.3 Classification of Waste stabilization Pond  Error! Bookmark not defined. 

3.6.3.1 Anaerobic ponds  Error! Bookmark not defined. 

3.6.3.2 Aerobic pond  Error! Bookmark not defined. 

3.6.3.3 Facultative ponds (anaerobic-aerobic)  Error! Bookmark not defined. 

3.6.3.4 Maturation ponds  Error! Bookmark not defined. 

3.6.4 Color of lagoon wastewater  Error! Bookmark not defined. 

3.6.5 pH in lagoon system  Error! Bookmark not defined. 

3.6.6 Operational problems in stabilization ponds  Error! Bookmark not defined. 

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