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The Ganga at Varanasi and a travail to stop her abuse - GANGAPEDIA

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GENERAL ARTICLES<br />

762<br />

Sewage from<br />

City<br />

De-Silting & De-Gritting Advanced Facult<strong>at</strong>ive Pond High R<strong>at</strong>e Pond<br />

RL-73 m RL-72.6 m<br />

Pond 1 Pond 2<br />

Ferment<strong>at</strong>ion Pits Pump<br />

Re-circul<strong>at</strong>ion <strong>to</strong> maintain aerobic cap in Pond 1<br />

RL-72.3 m RL-71.7 m<br />

Pond 3 Pond 4<br />

Algae Settling Ponds M<strong>at</strong>ur<strong>at</strong>ion Pond<br />

For Irrig<strong>at</strong>ion<br />

POND CUMULATIVE<br />

POLLUTION<br />

REMOVAL<br />

POND-1 BOD- 80 %<br />

FCC- 1 Log<br />

TOTAL METHANE<br />

FERMENTATION OF<br />

ORGANIC MATTER<br />

LEAVING NO<br />

SLUDGE<br />

POND-2 BOD- 85 %<br />

FCC- 2 Log<br />

NUTRIENTS &<br />

INORGANIC<br />

MATTER IS<br />

ASSIMILATED BY<br />

MICRO ALGAE<br />

POND-3 BOD- 90 %<br />

FCC- 3 Log<br />

POND-4 BOD- 95TO 99 %<br />

FCC- 4 TO 5 Log<br />

Figure 4. Schem<strong>at</strong>ic represent<strong>at</strong>ion of AIWPS facility process. <strong>The</strong> AIWPS facility comprises of ponds 1–4 placed in series. <strong>The</strong> sewage flows by<br />

gravity from one pond <strong>to</strong> the ot<strong>her</strong>. After desilting <strong>and</strong> degritting, the sewage enters 7 m deep Pond 1 through methane ferment<strong>at</strong>ion pits placed <strong>at</strong><br />

the bot<strong>to</strong>m <strong>and</strong> rises slowly in complete anaerobic condition. It flows <strong>to</strong> shallow Pond 2 between channel dividers in aerobic condition caused by<br />

micro-algae gener<strong>at</strong>ing oxygen by pho<strong>to</strong>synthesis. <strong>The</strong> <strong>to</strong>tal electrical energy consumption in this process is 0–100/100–200 kWh per ml depending<br />

upon methane recovery/no methane recovery <strong>and</strong> is much less than ot<strong>her</strong> conventional sewage tre<strong>at</strong>ment technologies. <strong>The</strong> wastew<strong>at</strong>er along with<br />

micro-algae flows altern<strong>at</strong>ively <strong>to</strong> one of the twin Ponds 3. One of the twin ponds empties in<strong>to</strong> Pond-4 after the algae in it settle down <strong>and</strong> are removed<br />

from the bot<strong>to</strong>m. <strong>The</strong> ot<strong>her</strong> twin receives discharge from Pond 2. Clean w<strong>at</strong>er good for fish culture/irrig<strong>at</strong>ion having faecal coliform bacteria<br />

in hundreds only <strong>and</strong> BOD less than 10 mg/l results in Pond 4. AIWPS facility is running successfully <strong>at</strong> several places in USA for decades <strong>and</strong> is<br />

good for the tropical clim<strong>at</strong>e.<br />

Figure 5. Schem<strong>at</strong>ic map of AIWPS facility proposed <strong>at</strong> Sota showing four modules in parallel <strong>and</strong> three m<strong>at</strong>ur<strong>at</strong>ion ponds in series.<br />

AFP, Advanced facult<strong>at</strong>ive pond; HRP, High r<strong>at</strong>e pond; ASP, Algal settling pond <strong>and</strong> MP, M<strong>at</strong>ur<strong>at</strong>ion pond.<br />

drained drying beds. Unless t<strong>her</strong>e are suspended solids,<br />

it is not necessary <strong>to</strong> remove algae from pond effluents.<br />

<strong>The</strong>y can be used as excellent fish food when they diluted<br />

<strong>to</strong> maximum DO <strong>at</strong> a level good for respir<strong>at</strong>ion<br />

of fish <strong>and</strong> algae itself. Algae have fertilizing value.<br />

M<strong>at</strong>ur<strong>at</strong>ion pond<br />

• MPs may be simple holding ponds for ASP effluents.<br />

Ten <strong>to</strong> twelve days holding provides sufficient disinfection<br />

for safe surface irrig<strong>at</strong>ion.<br />

CURRENT SCIENCE, VOL. 89, NO. 5, 10 SEPTEMBER 2005

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