MBR Pilot Plant Research Beverwijk The Netherlands - Dhv
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.