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Completely-Mixed (CSTR with settling and recycle) Evolved in the 1950s when reactor modeling begins. “The simplest system for reactor modeling for biological processes ” Ultimate approach for spreading the wastewater uniformly throughout the treatment system. The microorganisms never are exposed to the influent conc. (S0) as long as the substrate is biodegradable. Contaminant concentration and oxygen demand do not vary over the reactor length (Fig. 6.2) most favorable with wastewaters containing non-biodegradable materials (phenols, petroleum aromatic hydrocarbons, chlorinated aromatics, etc.) that also are toxic to microorganisms at the modest concentration. -Able to handle peak loads and dilute toxic substances Disadvantages: removal efficiency for an individual organic compound is not as high as in a well operating plug-flow system.

Completely-Mixed (CSTR with settling and recycle) Evolved ...mimoza.marmara.edu.tr/~kyapsakli/enve435/Sunu2.pdf · Completely-Mixed (CSTR with settling and recycle) – Evolved in

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Page 1: Completely-Mixed (CSTR with settling and recycle) Evolved ...mimoza.marmara.edu.tr/~kyapsakli/enve435/Sunu2.pdf · Completely-Mixed (CSTR with settling and recycle) – Evolved in

Completely-Mixed (CSTR with settling and recycle) – Evolved in the 1950s when reactor modeling begins. – “The simplest system for reactor modeling for biological processes ” – Ultimate approach for spreading the wastewater uniformly throughout the treatment system. – The microorganisms never are exposed to the influent conc. (S0) as long as the substrate is biodegradable. – Contaminant concentration and oxygen demand do not vary over the reactor length (Fig. 6.2) – most favorable with wastewaters containing non-biodegradable materials (phenols, petroleum aromatic hydrocarbons, chlorinated aromatics, etc.) that also are toxic to microorganisms at the modest concentration. -Able to handle peak loads and dilute toxic substances – Disadvantages: removal efficiency for an individual organic compound is not as high as in a well operating plug-flow system.

Page 2: Completely-Mixed (CSTR with settling and recycle) Evolved ...mimoza.marmara.edu.tr/~kyapsakli/enve435/Sunu2.pdf · Completely-Mixed (CSTR with settling and recycle) – Evolved in

1) Plug-Flow – long narrow aeration tank little short-circuit – kinetic theory: greatest contaminant removal within a defined treatment time – problems i) High MLSS, high S and high O2 demand at front. → complete depletion of dissolved oxygen (anoxic condition) → detrimental to microorganisms (organic acid production and adrop in pH) ii) Low S, low O2 demand, declining cells at end. iii) Industrial wastewater contain substances that are inhibitory to the bacteria → slowing down or stopping the process

Page 3: Completely-Mixed (CSTR with settling and recycle) Evolved ...mimoza.marmara.edu.tr/~kyapsakli/enve435/Sunu2.pdf · Completely-Mixed (CSTR with settling and recycle) – Evolved in
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Page 5: Completely-Mixed (CSTR with settling and recycle) Evolved ...mimoza.marmara.edu.tr/~kyapsakli/enve435/Sunu2.pdf · Completely-Mixed (CSTR with settling and recycle) – Evolved in
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