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Technical Guide to EcoSan Promotion

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Length of each chamber m 1<br />

Depth of each chamber at the outlet m 1.50<br />

Hourly distribution of peak flow<br />

Maximum peak flow<br />

Hours flow<br />

h<br />

m3/d<br />

h<br />

Required chamber area m2 Max peak flow/max upflow velocity<br />

Calculated chamber width m Required chamber area/ chamber length<br />

Chosen chamber width m2 Rounded figure <strong>to</strong> allow easy constraction<br />

Actual upflow velocity<br />

m/h<br />

Max peak flow/(chosen length*chosen<br />

width)<br />

BOD reduction % 90<br />

BOD in from digester<br />

m g / 1<br />

mg/1<br />

BOD out from anaerobic baffled<br />

reac<strong>to</strong>r<br />

mg/1<br />

Legal requirements of NEEMA<br />

BOD allowed <strong>to</strong> be discharged <strong>to</strong><br />

open waters surfaces<br />

mg/1 30<br />

BOD allowed for irrigation mg/1 100<br />

BOD allowed <strong>to</strong> be discharged <strong>to</strong><br />

municipal sewer<br />

mg/1 350<br />

120

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