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Sewerage - Nagar Nigam Raipur

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Project Management Consultancy Services for <strong>Sewerage</strong>, Storm, Surface Water Drains and Lake<br />

Protection Works For <strong>Raipur</strong> City<br />

Detailed Design Report - <strong>Sewerage</strong><br />

Chapter 9: Design of Sewage Treatment Plant<br />

9.2 Sewage Characteristics<br />

Sewage comprises a mixture of various types of liquid wastes from residential; public and<br />

industrial places. Sewage contains 99.9% of water and 0.1% are solids that pose threat as they<br />

are offensive in nature, undergo changes by bio-degradation cause nuisance and pollution.<br />

Understanding of the nature of physical, chemical and biological characteristics of sewage is<br />

essential in planning, design and operation of treatment and disposal facilities and in the<br />

engineering management of environmental quality. The typical characteristics of domestic<br />

sewage as reported in various literature and recommended for use in design of treatment plants<br />

is presented in Table 9.1.<br />

The important sewage<br />

characteristics of interest<br />

during STP design is the<br />

BOD5 value, which has a<br />

direct bearing on the<br />

sizing of various units.<br />

Literature survey related<br />

to various municipal STPs<br />

under NRCD projects<br />

reveal that the BOD5<br />

considered in design is in<br />

the range of 180 mg/l to<br />

225 mg/l. Data published<br />

by CPCB with respect of<br />

influent sewage<br />

characteristics for STPs in<br />

Delhi reveals the same<br />

trend (refer Annexure-3).<br />

Sr.<br />

No.<br />

The CPHEEO manual recommends 90 grams solids and 45 grams BOD as per capita per day<br />

contribution in sewage. If the CPHEEO standards are adopted, then for this project, the BOD5<br />

concentration works out as 416 mg/l. However, due to dilution effect and other wastes joining<br />

sewage, the BOD5 concentration rarely rises beyond 250 mg/l. The wastewater analysis of drains<br />

carrying sewage was carried out in <strong>Raipur</strong> city by the Chhattisgarh Environment Conservation<br />

Board (CGECB), Regional Office, <strong>Raipur</strong>. The analysis reveals composition of a typical wastewater<br />

flowing in open drains, having less BOD and high COD, which means pollution is being carried in<br />

to the receiving waters. The results are placed at Annexure-3. The sewage characteristics at this<br />

stage, for detailed design of STPs are being adopted as per Table 9.2.<br />

9.3 Sewage Treatment Methods<br />

Table – 9.2: Sewage Characteristics Adopted For Design<br />

No. Characteristics Value<br />

1 pH 7.51<br />

2 Appearance Blackish turbid<br />

3 Odour Unpleasant<br />

4 BOD 5 250 mg/l<br />

5 COD 500 mg/l<br />

6 Total solids 450 mg/l<br />

Table – 9.1: Typical Domestic Sewage Characteristics<br />

Characteristics Range<br />

(gram/cap/day)<br />

Typical<br />

value<br />

1 pH 7 – 10 7 – 10<br />

2 Colour grey, light brown -<br />

3 Odour Soapy, oily -<br />

4 BOD 5 45 – 54 45<br />

5 COD 1.60 – 1.90 BOD 5 1.60 BOD 5<br />

6 Total solids 170 – 220 190<br />

7 Suspended solids 70 – 145 100<br />

8 Grease 10 – 30 10<br />

9 Alkalinity 20 – 30 25<br />

10 Chlorides 4 – 8 6<br />

11 Total nitrogen 6 – 12 9<br />

12 Total phosphorus 0.60 – 4.50 2.25<br />

13 Micro-organisms (bacteria, 10<br />

virus, coliforms, etc)<br />

2 – 10 10 10 6<br />

As mentioned above, sewage<br />

treatment methods are broadly<br />

classified into physical, chemical and<br />

biological processes. The unit<br />

operations included in each category is<br />

given in Table 9.3 below.<br />

Meinhardt Singapore Pte Ltd, (India Branch) Page 68 of 120

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