The MBR Book: Principles and Applications of Membrane
The MBR Book: Principles and Applications of Membrane
The MBR Book: Principles and Applications of Membrane
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262 <strong>The</strong> <strong>MBR</strong> <strong>Book</strong><br />
Table 5.24 Data for various Wehrle leachate <strong>and</strong> food effluent treatment plant<br />
Customer/site: Units Freiburg Bilbao Kellogg Dairy Crest Dairy Gold<br />
Application: Leachate Leachate Food Dairy Dairy<br />
Airlift Pumped Pumped Pumped Pumped<br />
Flow rate MLD 0.12 1.8 1.8 1.2 2.0<br />
<strong>Membrane</strong> area m 2 88 700 864 486 648<br />
Flux (year average) LMH 54 102 71 98 125<br />
Flux (day average) LMH 57 107 87 103 129<br />
<strong>Membrane</strong> price total € 19 360 189 000 198 400 111 600 163 200<br />
<strong>Membrane</strong> life years 6 4 4.50 5.00 6.00<br />
<strong>Membrane</strong> replacement €/a 3227 47 250 44 089 22 320 27 200<br />
cost<br />
Specific energy dem<strong>and</strong> b kWh/m 3 3 5 3.75 3.18 2.14<br />
Specific energy cost €/kWh 0.06 0.06 0.06 0.06 0.06<br />
Total energy cost €/a 7490 187 245 121 564 79 347 91 264<br />
Total operating cost c €/a 10 716 234 495 165 653 101 667 118 464<br />
Total specific operating €/m 3 0.26 0.38 0.31 0.24 0.17<br />
cost<br />
a<strong>Membrane</strong> � Biology � Civils<br />
bUF stage<br />
cSum <strong>of</strong> energy <strong>and</strong> membrane replacement<br />
Robinson (2005).<br />
Banknote paper is made from cotton combers bleached with sodium hydroxide <strong>and</strong><br />
hydrogen peroxide. <strong>The</strong> project concerned the use <strong>of</strong> an <strong>MBR</strong>, originally developed<br />
for l<strong>and</strong>fill leachate treatment, operating under thermophilic conditions for removing<br />
colloidal <strong>and</strong> high molecular weight dissolved material to allow the reuse <strong>of</strong><br />
wastewater from the bleaching plant. <strong>The</strong> process, based on 8 mm diameter MT<br />
polyvinyllidene difluoride (PVDF) membranes, has been piloted on a variety <strong>of</strong> highstrength<br />
recalcitrant industrial effluents.<br />
A trial was originally conducted between June <strong>and</strong> October 1999 for the clarification<br />
<strong>of</strong> wastewater from the bleaching plant. Wastewater from the bleaching process<br />
has a mean COD <strong>of</strong> 4500 mg/L, a pH <strong>of</strong> �12 <strong>and</strong> a temperature <strong>of</strong> 75–85°C. <strong>The</strong><br />
quality <strong>of</strong> the effluent from these trials, which has a COD <strong>of</strong> around 400 mg/L, was<br />
sufficient to allow it to be reused in the bleaching vessels <strong>and</strong> led to the decision to<br />
install a full-scale plant (Fig. 5.45) with a capacity <strong>of</strong> 0.24 MLD in November 2000.<br />
<strong>The</strong> system comprises a buffer tank followed by a dual-chamber DAF process for<br />
the removal <strong>of</strong> cotton flocks <strong>and</strong> fibres. In the second chamber, waste carbon dioxide<br />
from the boiler house is introduced to lower the pH <strong>of</strong> the solution from �12 to 8–9,<br />
an ingenious use <strong>of</strong> waste gas which reduces CO 2 emissions. <strong>The</strong> pH-adjusted clarified<br />
effluent is then transferred to the <strong>MBR</strong> aeration tank, 250 m 3 in volume <strong>and</strong> thus<br />
providing an HRT <strong>of</strong> �24 h. <strong>The</strong> <strong>MBR</strong> operates at between 55°C <strong>and</strong> 60°C <strong>and</strong> an<br />
MLSS <strong>of</strong> 20 g/L. Three sidestream MT membrane units are employed (Fig. 5.46), each<br />
comprising 6 � 3 m-long modules in series with each module having a membrane<br />
area <strong>of</strong> 4 m 2 <strong>and</strong> hence providing a total area <strong>of</strong> 72 m 2 . <strong>The</strong> membrane units operate<br />
at a mean flux <strong>of</strong> �120 LMH, an average TMP <strong>of</strong> 4 bar, <strong>and</strong> a mean crossflow velocity<br />
<strong>of</strong> �4.5 m/s. <strong>The</strong> permeate COD concentration is 400–500 mg/L, <strong>and</strong> it is<br />
reheated by passing it through a heat exchanger with the influent before being reused