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 />

(4) Notwithstanding part D, the following AOX requirements shall apply to the following<br />

waste water flows prior to blending with other waste water:<br />

1. Waste water from the production of EDC, including further processing to VC: 5 g/t<br />

(production capacity of purified EDC)<br />

2. Waste water from the manufacture of PVC: 1 mg/l or 20 g/t<br />

(5) The requirements concerning mutagenic potential (umu test) pursuant to part C, paragraph<br />

(1) and TOC pursuant to part D, paragraph (5) shall not apply.”<br />

Appendix 36 on Production of hydrocarbons<br />

“A. Scope of application<br />

(1) This Appendix shall apply to waste water whose contaminant load originates primarily<br />

from the following areas of hydrocarbon production:<br />

� The production of certain hydrocarbons, primarily olefin hydrocarbons, with 2 to 4 carbon<br />

atoms, as well as benzene, toluene and xylene from mineral oil products by cracking with<br />

the aid of steam (steam cracking)<br />

� The production of pure hydrocarbons or certain blends of hydrocarbons from mineral oil<br />

products using physical separation methods<br />

� The conversion of hydrocarbons into other hydrocarbons using the chemical techniques of<br />

hydration, dehydration, alkylation, dealkylation, hydrodealkylation, isomerisation or disproportionation.<br />

This shall also include any precipitation water coming into contact with hydrocarbons in the<br />

process area of the production plant.<br />

(2) This Appendix shall not apply to waste water from the production of pure paraffins from<br />

slack wax, from petroleum refining, from indirect cooling systems or from process water<br />

treatment facilities.<br />

B. General requirements<br />

No requirements above and beyond Article 3 are imposed.<br />

C. Requirements for waste water at the point of discharge<br />

(1) The following requirements apply to the waste water at the point of discharge into the waterbody:<br />

Qualified random sample<br />

or<br />

2-hour composite sample<br />

[mg/l]<br />

Chemical oxygen demand (COD) 120<br />

5-day biochemical oxygen demand (BOD5) 25<br />

Total nitrogen as the sum of ammonia, nitrite and nitrate nitrogen<br />

25<br />

(Ntot)<br />

Total phosphorous 1.5<br />

Total hydrocarbons 2<br />

(2) For COD, a concentration of up to 190 mg/l in the qualified random sample or 2-hour composite<br />

sample may be conceded, provided the COD load is reduced by at least 80 % in a<br />

central waste water treatment plant. The reduction in COD load refers to the ratio between<br />

the COD load in the effluent of the gravity-type oil-water separator and that of the effluent<br />

from the biological waste water treatment plant over a representative period of time not exceeding<br />

24 hours.<br />

(3) For total nitrogen, a higher concentration is permissible, provided the nitrogen load is reduced<br />

by at least 75% in a central waste water treatment plant. The reduction in the nitrogen<br />

load refers to the ratio between the nitrogen load of the effluent from the gravity-type<br />

oil-water separator and that of the effluent from the biological waste water treatment plant<br />

over a representative period of time which should not exceed 24 hours. Total bonded nitrogen<br />

(TNb) should be used as a basis when calculating the loads.<br />

Waste Water and Waste Gas Treatment 415

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