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MBR Pilot Plant Research Beverwijk The Netherlands - Dhv

MBR Pilot Plant Research Beverwijk The Netherlands - Dhv

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<strong>MBR</strong> <strong>Pilot</strong> <strong>Plant</strong> <strong>Research</strong> <strong>Beverwijk</strong><br />

<strong>The</strong> <strong>Netherlands</strong><br />

Client:<br />

Water Board Hollands<br />

Noorderkwartier and STOWA<br />

Financing agency:<br />

Water Board Hollands<br />

Noorderkwartier, STOWA and<br />

membrane suppliers<br />

Scope of services:<br />

<strong>Research</strong><br />

Location:<br />

<strong>Beverwijk</strong> WWTP<br />

Period of assignment:<br />

2000-2004<br />

Membrane compilation<br />

<strong>Research</strong> on pre-treatment<br />

Situation<br />

<strong>The</strong> <strong>Beverwijk</strong> wastewater treatment plant (WWTP) was confronted with three problems.<br />

Firstly, the effluent quality was poor; secondly, the discharge standards would become<br />

stricter and thirdly, the capacity had to increase. Because the WWTP is completely<br />

surrounded by an industrial estate, there was no space available for extension. Due to<br />

this, the plan to investigate the membrane bioreactor was launched.<br />

Assignment<br />

<strong>The</strong> Water Board Hollands Noorderkwartier and STOWA have commissioned DHV in<br />

2000 to carry out a pilot plant research with four different types of <strong>MBR</strong> pilot installations<br />

to investigate the possibilities of <strong>MBR</strong> technology for the Dutch municipal wastewater<br />

market. This contract was extended and the membrane suppliers contributed in the<br />

costs. In total, research was carried out on 12 different configurations of 7 suppliers<br />

between 2000 and 2004.<br />

<strong>The</strong> Project<br />

In 2000, the pilot research was started with four installations of Kubota, Mitsubishi, X-<br />

Flow and Zenon. Extensive research was carried out with these installations during two<br />

years. After this, the research was continued with installations of Memfis, Seghers-<br />

Keppel and Huber-VRM beside some of the original installations until mid 2004.<br />

In 2000 and 2001, the research was directed at the development and applicability of a<br />

<strong>MBR</strong> under the specific Dutch circumstances as low temperature in the winter and<br />

dynamic influent patterns.


<strong>Research</strong> facilities <strong>Beverwijk</strong><br />

WWTP<br />

Membrane filtration principle<br />

Microscopic research on<br />

membranes<br />

DHV B.V.<br />

Water<br />

Laan 1914 no. 35<br />

3818 EX Amersfoort<br />

P.O. Box 1132<br />

3800 BC Amersfoort<br />

<strong>The</strong> <strong>Netherlands</strong><br />

T +31 33 4682000<br />

F +31 33 4682801<br />

E info@dhv.nl<br />

www.dhv.com<br />

<strong>The</strong> main focus was on the biological functioning (organic material and nutrient<br />

removal), the pre-treatment, the sludge characteristics and the membrane operation. In<br />

2002 and 2003, the research was aimed at the optimisation of the chemical cleaning of<br />

the membranes.<br />

<strong>The</strong> characteristics of the pilot installations are as follows:<br />

Supplier Type Membrane Type Pore<br />

Size<br />

(µm)<br />

Surface<br />

area<br />

(m 2 )<br />

Zenon ZW500a-c-d hollow fibre 0,035 184-60-95 8<br />

Kubota SD / DD flat sheet 0.4 240 10<br />

Mitsubishi 3-laags hollow fibre 0.4 314 7<br />

X-Flow AirFlush tubular 0.03 220 9<br />

Memfis MTR flat sheet 0.035 112 5<br />

Toray DD hollow fibre 0.08 137 5<br />

Huber E rotating flat sheet 0.035 360 15<br />

Design<br />

capacit<br />

y (m 3 /h)<br />

One of the conclusions of the research is that the required pre-treatment is more<br />

extensive than in the case of a conventional treatment system. Beside a common used<br />

fine screen also a micro-sieve is necessary.<br />

<strong>The</strong> same set of design rules for the biological treatment applies for both a <strong>MBR</strong> as the<br />

conventional systems. However, the processes happen in quicker succession due to the<br />

shorter hydraulic retention times. This results in consequences for the design.<br />

<strong>The</strong> investigation of the fouling and cleaning of the membranes show that prevention of<br />

fouling by so-called maintenance cleaning has great advantages compared to the<br />

conventional cleaning methods, when cleaning occurs when the performance is below a<br />

certain setpoint. This results in higher reliability and a lower chemical consumption.<br />

<strong>The</strong> pilot research at the <strong>Beverwijk</strong> WWTP has led to positive views on the applicability<br />

of the membrane technology. Furthermore, fundamental changes in the operation are<br />

developed, especially in relation to the cleaning and the control.<br />

As a consequence of this and other factors, it is decided to change the Varsseveld into<br />

a <strong>MBR</strong>. <strong>The</strong>reupon, also the Heenvliet and Ootmarsum WWTPs will be converted into a<br />

<strong>MBR</strong>.<br />

<strong>The</strong> whole research on the possible application of the <strong>MBR</strong> technology is supported by<br />

the water boards, STOWA, consulting engineers, universities, TNO and governmental<br />

departments, in which DHV plays an initiating and coordinating role.

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