Elsevier

Process Biochemistry

Volume 40, Issue 1, January 2005, Pages 89-94
Process Biochemistry

Facilitated UASB granule formation using organic–inorganic hybrid polymers

https://doi.org/10.1016/j.procbio.2003.11.041Get rights and content

Abstract

Maintaining high concentrations of microorganisms is crucial for the anaerobic treatment of organics. The granulation of sludge is a good method but it takes more than 6 months to form sludge granules spontaneously. In this study, a large amount of granular sludge was prepared within 5 min by adding organic–inorganic hybrid polymers to the sewage digester sludge. The size of the granular sludge ranged from 1 to 5 mm and its falling velocity was higher than that of the granular sludge from the actual wastewater treatment facility. Since the granule was stable throughout the operation of a UASB, the removal efficiency was as high as 90% at high organic loading rate up to 18 kg-COD/m3 day.

Introduction

Over 1000 high-speed anaerobic reactors containing granular sludge are operated over the world, particularly in developed countries such as Europe and USA.

When sewage digester sludge is used as a seed in the reactor, however, it is difficult to operate elaborately during start-up and the period lasts as long as 4–6 months. Although well-adapted sludge should be used in anaerobic treatment of toxic materials, during the early operation period the foreign sludge is usually inoculated into the reactor. The process of inoculating foreign sludge is known to be expensive.

In an effort to shorten the start-up period, Lettinga et al. suggested that a small amount of granular sludge should be used as seed [1]. To facilitate granulation of sludge, charcoal power, ferrous or calcium compounds have been added to sludge as the core of granulation. However, it also takes over 6 months to form granular sludge, furthermore, these compounds should be added at intervals [2]. Polymer coagulants were also tried but the resulting shape of the granule formed was far from ordinary and its density was lower. The coagulants also caused inhibition of the sludge [3].

In this study, a novel method to make granular sludge in a very short time was employed. Special polymers were added to the sewage digester sludge to make compact-granular sludge. The sludge can be easily obtained in great quantity and can be granulated economically. The anaerobic reactor containing this granular sludge treated high organics-loaded wastewater stably.

Section snippets

Reactor system configuration

Fig. 1 shows the schematic diagram of the upflow anaerobic sludge blanket (UASB) used in this study. Two lab-scale UASBs were constructed and each was filled with granular sludge A or B. The UASBs had a working volume of 0.84 l and were operated at 37.5 °C for 130 days [4].

Preparation of granular sludge

Granular sludge inoculated into the UASB was made of sewage digester sludge with 20,000 mg/l of MLSS. In order to facilitate granulation of sludge, linear or nonlinear hydrophilic polymers with cation or anion terminal were

Characteristics of sludge granules prepared in this study

Granular sludge I was compared with that from the actual UASB treating brewery wastewater as shown in Fig. 2. No noticeable difference between them in terms of size and shape was found [6]. The other granular sludge (II, A, B) prepared in this study also did not show any difference (data not shown).

Table 2 shows the comparison of falling velocities between the novel granular sludges (A, B, I, II) and the granular sludge from the actual wastewater treatment facility. All the novel granules show

Acknowledgements

The authors express their gratitude to Samsung Engineering Co. Ltd. and the Ministry of Science and Technology for the financial support.

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