06.12.2012 Aufrufe

BVT-Merkblatt zu Abwasser- und Abgasbehandlung

BVT-Merkblatt zu Abwasser- und Abgasbehandlung

BVT-Merkblatt zu Abwasser- und Abgasbehandlung

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Annexes<br />

Example III Example IV<br />

Production<br />

production mix: large volume and fine<br />

chemicals, organic and inorganic<br />

Year of construction 1972-74, expansions 1979, 1981, 1985-6 1978, expansion 1994, 1999<br />

Function tower biology as high load and tank biology<br />

as low load treatment<br />

tower biology with final clarification<br />

Process steps rake screen<br />

rake screen<br />

neutralisation<br />

neutralisation<br />

pre-clarification<br />

pre-clarification<br />

buffering, equalisation<br />

buffering, equalisation<br />

part denitrification<br />

biological stage 1<br />

biological stage 1 with intermediate clari- biological stage 2<br />

fication<br />

final clarification<br />

biological stage 2 with final clarification<br />

flotation<br />

off-gas treatment<br />

sludge treatment<br />

sludge treatment<br />

Plant characteristics - neutralisation: V = 628 m 3<br />

- 8 pre-clarifiers industrial: V = 480 m 3<br />

each<br />

- 2 pre-clarifiers municipal: V = 1950 m 3<br />

each<br />

- 3 buffer tanks: V = 10000 m 3 each<br />

- 2 buffer tanks: V = 25000 m 3 each<br />

- 1 buffer tank: V = 15000 m 3<br />

- 1 denitrification tank: V = 10000 m3 - 4 tower biology: V = 13000 m 3 each<br />

- 4 intermediate clarifiers: V = 1000 m 3<br />

each<br />

- aeration basin 1: V = 11000 m 3<br />

- aeration basin 2: V = 25000 m 3<br />

- 6 bottom hoppers: each<br />

V = 1520 m 3 , diameter 18 m<br />

- 4 bottom hoppers: each V = 1520 m 3 - neutralisation: V = 600 m<br />

,<br />

diameter 20 m<br />

- 3 secondary clarifiers<br />

- 2 flotation tanks: diameter 12 m<br />

3<br />

- 1 buffer tank: V = 15600 m 3<br />

- 1 aeration tank: V = 5000 m 3<br />

- 1 aeration basin: V = 5500 m 3<br />

- 4 aeration basins: V = 2000 m 3 each<br />

- 3 clarification basins: V = 3500 m 3 ,<br />

diameter 40 m each<br />

Sludge treatment thickener<br />

sludge thickener<br />

lime- and iron conditioning<br />

mechanical dewatering with membrane<br />

filter presses<br />

sludge combustion<br />

2 filter presses<br />

Waste water flow [m<br />

Process data (industrial / municipal part)<br />

3 /d] 65000 / 65000 (dry weather)<br />

65000 / 180000 (rainy weather)<br />

18000<br />

COD load [tonnes/d] 150 / 40 26<br />

NH4-N load 3 / 2.5 0.6<br />

BOD5 [tonnes/d] 80 / 20 8<br />

organic N [tonnes/d] 5 / 1<br />

NO3-N [tonnes/d] 3 / - 2.1<br />

PO4-P [tonnes/d] 1.6 / 0.8<br />

Consumables<br />

0.07<br />

O 2 input [tonnes/d] 180 (tower biology) / 30 (tank) 20<br />

Flocculants [tonnes/yr] 50 360<br />

Nutrients [tonnes/yr] 10.6<br />

Electricity WWTP<br />

[MWh/yr]<br />

Electricity sludge treatment<br />

[MWh/yr]<br />

Electricity exhaust air treatment<br />

[MWh/yr] a<br />

Steam WWTP<br />

[tonnes/yr]<br />

Steam sludge treatment<br />

[tonnes/yr]<br />

Compressed air WWTP<br />

[1000 Nm3 /yr]<br />

Compressed air sludge treatment<br />

[Nm 3 /yr]<br />

39558 4320<br />

3644 145<br />

2812<br />

4241<br />

3<br />

199459<br />

3220<br />

Cross-media effect<br />

Sludge [tonnes dry solids/d] 77.25 7.9<br />

334 Waste Water and Waste Gas Treatment

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