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<str<strong>on</strong>g>Quantitative</str<strong>on</strong>g> <str<strong>on</strong>g>Study</str<strong>on</strong>g> <strong>on</strong> <strong>Microbial</strong> Polluti<strong>on</strong> <strong>of</strong> <strong>River</strong> Yamuna at<br />

Delhi<br />

V Goel, Grad IE<br />

Dr A Kumar, Member<br />

N K Verma, N<strong>on</strong>-member<br />

INTRODUCTION<br />

INTRODUCTION<br />

Traditi<strong>on</strong>ally, the river polluti<strong>on</strong> has been extensively studied with regard to physical and chemical<br />

characteristics. However, lately microbiological quality <strong>of</strong> the river has come under greater focus owing<br />

to deleterious effects <strong>of</strong> polluti<strong>on</strong> <strong>on</strong> human health, especially in the c<strong>on</strong>text <strong>of</strong> Designated Best Use<br />

(DBU) <strong>of</strong> the river waters. With this intent, the paper presents polluti<strong>on</strong>al aspects <strong>of</strong> river Yamuna at<br />

Delhi, the capital <strong>of</strong> India, during lean the period. Out <strong>of</strong> large number <strong>of</strong> microbial parameters linked<br />

with human health, some significant c<strong>on</strong>taminating indicators, namely, heterotrophic plate count (total<br />

plate count, CFU/ml), total coliform (MPN/100 ml), Fecal Coliform (MPN/100 ml), pathogenic parasites,<br />

namely, Helminths (eggs/l), coliphages/100 ml have been identified and measured al<strong>on</strong>g with the related<br />

usual parameters, namely, dissolved oxygen (ppm), biochemical oxygen demand (ppm), chemical oxygen<br />

demand (ppm), pH, temperature (0C), total dissolved solids (ppm) and turbidity (NTU). Six sampling<br />

locati<strong>on</strong>s (bridge sites) were selected and total 24 sample sets were collected over a period <strong>of</strong> four<br />

m<strong>on</strong>ths from March 2004 to June 2004. The high values <strong>of</strong> microbial indicators and pathogens detected<br />

revealed that the microbiological quality <strong>of</strong> Yamuna waters was poor, unsafe and not acceptable even<br />

for the lowest DBU. The results <strong>of</strong> the study have revealed the need for polluti<strong>on</strong> abatement measures<br />

to ensure river water quality as per the requirement <strong>of</strong> DBU. Further, an attempt has been made for<br />

generating the rapid method for estimati<strong>on</strong> <strong>of</strong> organic polluti<strong>on</strong> and corresp<strong>on</strong>ding microbial polluti<strong>on</strong>,<br />

during Delhi stretch <strong>of</strong> Yamuna river, through derived relati<strong>on</strong>ships, namely, Chemical oxygen demand<br />

(COD, mg/l) and Fecal Coliform (FC, MPN/100ml). The results <strong>of</strong> Fecal Coliform obtained by laboratory<br />

analysis can be verified by comparing the results obtained from various inter-relati<strong>on</strong>ships investigated<br />

in this study. The duplicate analysis or use <strong>of</strong> c<strong>on</strong>trol tubes can be avoided in routine microbial analysis.<br />

Keywords Keywords Keywords Keywords Keywords : : <strong>Microbial</strong>; Water quality indicators; Pathogens; Yamuna river<br />

Today water resources have become the most exploited<br />

natural systems since man strode the earth. According<br />

to United Nati<strong>on</strong>s (UN) report, fresh water is gradually<br />

becoming a matter <strong>of</strong> c<strong>on</strong>cern. With nearly 900 milli<strong>on</strong><br />

people affected by diarrhea each year and an equal<br />

number suffering from disease caused by various worms,<br />

unclean water ranks at top <strong>of</strong> the world’s populati<strong>on</strong><br />

problem 1 . <strong>River</strong> Yamuna, which is the main source <strong>of</strong><br />

water supply to Nati<strong>on</strong>al Capital — Delhi, plays a crucial<br />

role in its growth. The river water is used for both<br />

abstractive and in stream purposes. The water is used<br />

as raw water source for drinking water supply, irrigati<strong>on</strong><br />

purposes, cooling water etc. Low ec<strong>on</strong>omic group people<br />

use the river water for bathing purpose, cloth washing,<br />

irrigati<strong>on</strong> in cultivati<strong>on</strong> <strong>of</strong> all types <strong>of</strong> fruits, vegetables<br />

and wheat etc. Perennial increase <strong>of</strong> populati<strong>on</strong> and<br />

urban activities in Delhi are placing exigent pressures<br />

and demands <strong>on</strong> this natural riverine resource. There is<br />

V V Goel, Goel, Dr Dr A Kumar Kumar are are with with the the Department Department <strong>of</strong> <strong>of</strong> Civil Civil Engineering,<br />

Engineering,<br />

Indian Indian Indian Institute Institute <strong>of</strong> <strong>of</strong> TT<br />

Technology<br />

T Technology<br />

echnology echnology, echnology , Roorkee Roorkee 247667 247667 and and N N K K K V VVerma<br />

V erma is<br />

is<br />

with with the the Central Central Polluti<strong>on</strong> Polluti<strong>on</strong> C<strong>on</strong>trol C<strong>on</strong>trol C<strong>on</strong>trol Board, Board, Delhi.<br />

Delhi.<br />

This paper was received <strong>on</strong> August 28, 2004. Written discussi<strong>on</strong> <strong>on</strong><br />

this paper will be entertained till May 30, 2008.<br />

a heavy pressure <strong>of</strong> water supply and sanitati<strong>on</strong> <strong>on</strong> river<br />

Yamuna at Delhi, leading to severe impact <strong>on</strong> water<br />

quality <strong>of</strong> the river 2- 4 . Report <strong>of</strong> the scientists at All<br />

India Institute <strong>of</strong> Medical Sciences (AIIMS), New Delhi,<br />

finds an alarming prevalence <strong>of</strong> various diseases causing<br />

microbes in drinking water and recreati<strong>on</strong>al water. The<br />

use <strong>of</strong> this water may lead to several life threatening<br />

diseases 5 . The causative microbial agents, also called<br />

pathogens, multiply in the intestinal tract <strong>of</strong> the pers<strong>on</strong>s<br />

suffering from the disease and are discharged in their<br />

faeces in large numbers. The disease is then transmitted<br />

to healthy individuals through water or food<br />

c<strong>on</strong>taminated with the faeces. Since, the spread <strong>of</strong> these<br />

diseases is mainly through the water route they are also<br />

called as water borne diseases 6 . The pathogenic<br />

organism may bel<strong>on</strong>g to any <strong>of</strong> the group <strong>of</strong><br />

microorganisms, such as, virus, bacteria, protozoa and<br />

helminths (worms). Since, it is impractical to test water<br />

for all pathogens related to water borne diseases due to<br />

the complexity <strong>of</strong> the testing, time and cost, indicator<br />

organisms are used. However, no simple indicator that<br />

complies with all the criteria is available, hence more<br />

than <strong>on</strong>e indicator organism is employed 7, 8 .<br />

In spite <strong>of</strong> the problem <strong>of</strong> poor water quality in Delhi<br />

segment flow, few data exist <strong>on</strong> the microbial c<strong>on</strong>tents<br />

56 IE(I) Journal–EN


<strong>of</strong> the river water. Most <strong>of</strong> the previous studies, already<br />

d<strong>on</strong>e <strong>on</strong> Yamuna, limits to the detecti<strong>on</strong> <strong>of</strong> coliforms as<br />

microbial indicator that may not indicate the exact<br />

c<strong>on</strong>centrati<strong>on</strong> <strong>of</strong> pathogens in water. Therefore the<br />

present study highlights the c<strong>on</strong>centrati<strong>on</strong> <strong>of</strong> pathogenic<br />

parasites (Helminths, coliphages) al<strong>on</strong>g with the<br />

heterotrophic plate count (HPC), total coliform (TC) and<br />

Fecal Coliform (FC) to determine the microbial quality<br />

<strong>of</strong> the river water.<br />

RIVER RIVER YAMUNA<br />

YAMUNA<br />

The river Yamuna, the largest tributary <strong>of</strong> river Ganga<br />

has been <strong>on</strong>e <strong>of</strong> the most prominent and sacred rivers <strong>of</strong><br />

India through the ages. Yamuna, according to the<br />

legends, was the daughter <strong>of</strong> Surya, the Sun God and<br />

sister to Yama, the God <strong>of</strong> Death. C<strong>on</strong>sequently, popular<br />

belief is that those who take a dip in its holy water are<br />

not tormented by fears <strong>of</strong> death. Yamunotri, which is<br />

the north <strong>of</strong> Haridwar in the Himalayan Mountains, is<br />

the source <strong>of</strong> the Yamuna. The river Yamuna, a major<br />

tributary <strong>of</strong> river Ganges, originates from the Yamunotri<br />

glacier near Banderpo<strong>on</strong>ch peaks (38°59' N, 78°27' E) in<br />

the Mussourie range <strong>of</strong> the lower Himalayas at an<br />

elevati<strong>on</strong> <strong>of</strong> about 6387 m above mean sea level in district<br />

Uttarkashi (Uttranchal). The catchment <strong>of</strong> Yamuna river<br />

system covers parts <strong>of</strong> Uttar Pradesh, Uttranchal,<br />

Himachal Pradesh, Haryana, Rajasthan, Madhya<br />

Pradesh and Nati<strong>on</strong>al Capital Territory (NCT) Delhi.<br />

The entire Yamuna river right from its origin to<br />

c<strong>on</strong>fluence with the Ganga and its tributaries are subject<br />

to human activities, which directly or indirectly affect<br />

the water quality 5 .<br />

NCT — Delhi, located at a latitude <strong>of</strong> 28°34'N and<br />

l<strong>on</strong>gitude <strong>of</strong> 77°07'E, is facing the challenges <strong>of</strong><br />

sanitati<strong>on</strong> and envir<strong>on</strong>mental degradati<strong>on</strong> due to<br />

increasing populati<strong>on</strong> and urbanizati<strong>on</strong>. Delhi al<strong>on</strong>e<br />

c<strong>on</strong>tributes around 3 296 MLD/day <strong>of</strong> sewage by virtue<br />

<strong>of</strong> drains outfalling in Yamuna Delhi segment flow (22<br />

km length). This is more than that <strong>of</strong> all the class II<br />

cities <strong>of</strong> India put together. Despite the smallest<br />

percentage <strong>of</strong> catchment area in Yamuna, <strong>on</strong>ly 0.4% <strong>of</strong><br />

total catchment area, Delhi is the largest c<strong>on</strong>tributor <strong>of</strong><br />

polluti<strong>on</strong> to the river 2,9 .<br />

STUDY STUDY SITE SITE SITE AND AND AND SOURCES SOURCES OF OF POLLUTION<br />

POLLUTION<br />

From Wazirabad barrage to Okhala barrage, the whole<br />

Yamuna river Delhi Segment was c<strong>on</strong>sidered for this<br />

study. The different sampling stati<strong>on</strong>s selected are as<br />

follows:<br />

(i) Wazirabad Barrage (WB): entry point <strong>of</strong> Yamuna<br />

river in Delhi segment.<br />

(ii) ISBT Yamuna Bridge (ISBT): approximately<br />

5.5 km D/s from WB.<br />

(iii) ITO Bridge (ITO): approximately 12 km D/s from WB.<br />

(iv) Nizamuddin Bridge (NB): approximately 14.5 km<br />

D/s from WB.<br />

(v) Toll Bridge (TB): approximately 19 km D/s from<br />

WB.<br />

(vi) Okhala Barrage (OB): approximately 22 km D/s<br />

from WB.<br />

The details <strong>of</strong> sampling stati<strong>on</strong>s selected and various<br />

drains outfalls in river Yamuna Delhi Segment are<br />

shown in Figure 1.<br />

RA RATIONALE RA TIONALE FOR FOR SAMPLING SAMPLING LOCA LOCATIONS<br />

LOCA LOCA TIONS<br />

The sampling stati<strong>on</strong>s were selected <strong>on</strong> the basis <strong>of</strong> the<br />

following major criteria 10,11<br />

♦ It should be accessible in all seas<strong>on</strong>s <strong>of</strong> the year.<br />

♦ It should have proper mixing <strong>of</strong> pollutants thus<br />

representing water quality <strong>of</strong> river at that particular<br />

stretch.<br />

♦ Facilities to take water samples should be available<br />

there. Bridges are normally the first choice for locating<br />

a stream sampling stati<strong>on</strong>, since they are not <strong>on</strong>ly<br />

provide ready access but also permit sampling at any<br />

point across the width <strong>of</strong> stream. Further the bridges<br />

are clearly identifiable and the site can be precisely<br />

described.<br />

1. Burari* drain and (1993)<br />

Najafgarh* drain (MLD)<br />

2. Magazine road (5)<br />

3. Sweeper col<strong>on</strong>y (7)<br />

4. Khyber pass (8)<br />

5. Metacalfe house (6)<br />

6. Kudsia bagh (54)<br />

7. Moat (negligible) flow<br />

9. Mori gate (125)<br />

10. Civil mill* (22)<br />

11. Power house* (17)<br />

12. Sen nursing home* (113)<br />

13. Drain number 14 (113)<br />

14. Barapullah (156)<br />

15. Maharani bagh (17)<br />

16. Kalkaji (negligible) flow<br />

17. Okhala (NA)<br />

18. Tughlakabad (2)<br />

From Haryana<br />

20,21,22,(52)<br />

To mathura<br />

8. Trans Yamuna<br />

MCD (NA)<br />

6.5 km<br />

Hind<strong>on</strong> cut canal (NA)<br />

19,23 (606)<br />

Figure Figure 1 1 C<strong>on</strong>ceptual C<strong>on</strong>ceptual linearised linearised diagram diagram <strong>of</strong> <strong>of</strong> river river river Yamuna amuna at at Delhi<br />

Delhi<br />

Vol 88, March 2008 57<br />

WB°<br />

ISBT°<br />

ITO°<br />

NB°<br />

TB°<br />

OB°<br />

N<br />

5.5 km<br />

2.5 km<br />

4.5 km<br />

3 km<br />

* Mixed sewage source<br />

o Sampling stati<strong>on</strong>


♦ It should affect the quality <strong>of</strong> water — (i) before<br />

drains from city discharge; (ii) inside city; and (iii) after<br />

the river leaves the city.<br />

SAMPLE SAMPLE COLLECTION<br />

COLLECTION<br />

Sample collecti<strong>on</strong> is a very important part <strong>of</strong> river study<br />

because c<strong>on</strong>clusi<strong>on</strong>s drawn are based <strong>on</strong>ly <strong>on</strong> the testing<br />

<strong>of</strong> collected samples. The purpose <strong>of</strong> taking samples is<br />

to obtain informati<strong>on</strong>, which in some way typifies the<br />

aquatic system from which samples are drawn 12 . Grab<br />

Sampling procedure was adopted as recommended by<br />

Standard Method for microbiological analysis. Samples<br />

were collected during lean seas<strong>on</strong>, <strong>on</strong> m<strong>on</strong>thly basis, for<br />

a period <strong>of</strong> four m<strong>on</strong>ths from March 2004 to June 2004.<br />

Three sets <strong>of</strong> water samples, from each sampling locati<strong>on</strong><br />

and for every sampling date, were collected for this study.<br />

(i) Water samples for microbiological examinati<strong>on</strong>,<br />

other than Helminth eggs, for BOD and COD<br />

determinati<strong>on</strong> were collected in n<strong>on</strong>-reactive<br />

borosilicate glass bottles <strong>of</strong> 500 ml capacity each that<br />

had been cleansed and rinsed carefully, given a final<br />

rinse with distilled water and sterilized. Samples were<br />

taken from the river by holding the bottle near its base<br />

in the hand and plunging it, neck downward, below<br />

the surface. Then turning the bottle until neck points<br />

slightly upward and mouth is directed toward the<br />

current. The sampling bottle was not filled up to the<br />

brim and 20 mm to 30 mm space was left for effective<br />

shaking <strong>of</strong> the bottle 13 .<br />

(ii) Water samples for Helminth eggs were collected in<br />

Table able 1 1 1 Summary Summary <strong>of</strong> <strong>of</strong> analytic analytic methods methods and and observed observed values<br />

values<br />

n<strong>on</strong>-reactive plastic bottles <strong>of</strong> 5 l capacity, which had<br />

been cleansed and finally rinsed with distilled water 14 .<br />

(iii) Water samples for DO determinati<strong>on</strong> were<br />

collected in BOD bottles (n<strong>on</strong>-reactive borosilicate<br />

glass bottles <strong>of</strong> 300 ml capacity). The DO was fixed by<br />

standard procedure Onsite, just after collecti<strong>on</strong> 13 .<br />

SAMPLE SAMPLE PRESER PRESERVATION<br />

PRESER TION TION AND AND STORAGE<br />

STORAGE<br />

Microbiological analysis <strong>of</strong> water samples was started<br />

as so<strong>on</strong> as possible after collecti<strong>on</strong> to avoid unpredictable<br />

changes in the microbial populati<strong>on</strong> 15 . As the samples<br />

cannot be processed within 1 h after collecti<strong>on</strong>, therefore<br />

for most accurate results, samples were brought in iced<br />

insulated c<strong>on</strong>tainer, during transport from Delhi to IIT<br />

Roorkee laboratory.<br />

ANAL ANALYSIS ANAL YSIS OF OF SAMPLES<br />

SAMPLES<br />

The Samples were analyzed in accordance with the<br />

standard methods. The techniques, instruments and<br />

principles involved in arriving at different parameters<br />

are tabulated in Table 1.<br />

RESUL RESULTS RESUL RESULTS<br />

TS<br />

The variati<strong>on</strong> in water quality parameters determined<br />

through the analysis <strong>on</strong> site and in laboratory at Indian<br />

Institute <strong>of</strong> Technology, Roorkee (India) were reported<br />

in Table 1. The l<strong>on</strong>gitudinal pr<strong>of</strong>ile <strong>of</strong> various microbial<br />

parameters is shown in Figure 2. The L<strong>on</strong>gitudinal<br />

pr<strong>of</strong>iles <strong>of</strong> BOD, COD and DO values were shown in<br />

Figure 3.<br />

Parameters Parameters Principle Principle Principle<br />

Instruments/ Instruments/ technique technique used used<br />

Observed Observed values values<br />

values<br />

Minimum Minimum Maximum Maximum Maximum Average verage<br />

Temperature, °C Metric Thermometer 19 36 28<br />

pH Metric Digital pH meter 7 9.2 7.5<br />

TDS, mg/l Metric Digital TDS meter 190 700 460<br />

Turbidity, NTU Nephelometric Digital Turbidity Meter 3.6 52.0 32.1<br />

DO, mg/l Volumetric Modified Winkler’s method<br />

BOD, mg/l Volumetric Winkler’s method, incubati<strong>on</strong> for 3 days<br />

COD, mg/l Closed Reflux, colorimetric Hach COD system (DR/ 4000 U<br />

TC, MPN/100 ml MPN index Lauryl tryptose broth, incubati<strong>on</strong><br />

FC, MPN/100 ml MPN index EC Medium, incubati<strong>on</strong> temperature<br />

HPC, CFU/ml Total plate count Pour plate method, plate count agar,<br />

Coliphages, per ml Equati<strong>on</strong>s (APHA 9211 D 3) Inte-relati<strong>on</strong>ship<br />

Titrant — N/40 Na 2 S 2 O 3 Ind — starch 0.0 8.2 1.5<br />

at 27°C (IS : 3025 part 4, 1993) 3.0 52.0 34.2<br />

spectrophotometer) set at λ = 600 nm 6.0 120.0 75.5<br />

temperature 35 ± 0.5°C for 24 h to 48 h 2.1E04 4.3E07 9.3E06<br />

44.5 ± 0.2°C for 24 ± 2 h 3.9E03 3.9 E 07 4.6 E 06<br />

incubati<strong>on</strong> temperature 35°C for 48 h,<br />

digital col<strong>on</strong>y counter 2.4E03 1.5E06 2.6E05<br />

between TC and coliphages, FC<br />

Helminth eggs, Microscopic count Modified Bailenger method,<br />

and coliphages 5.2E03 9.0E08 1.2E08<br />

per ml centrifuge (1000 g), compound microscope 5 38 23<br />

58 IE(I) Journal–EN


The total coliform, MPN/100ml values in river were<br />

always found exceeding the permissible limit <strong>of</strong> 500 or<br />

less for DBU class B, ie, for outdoor bathing and 5000 or<br />

less for DBU class C, ie, for drinking water source after<br />

c<strong>on</strong>venti<strong>on</strong>al treatment and disinfecti<strong>on</strong> 16,17 . The BOD<br />

values in river was found most <strong>of</strong> the times exceeding<br />

the permissible limit <strong>of</strong> 3 mg/l or less for both DBU class<br />

B and class C. From D/S <strong>of</strong> WB to OB, near zero DO<br />

level was the clear indicati<strong>on</strong> <strong>of</strong> relatively higher<br />

polluti<strong>on</strong> loads. The depleti<strong>on</strong> <strong>of</strong> oxygen was the major<br />

impact in the polluted stretch <strong>of</strong> the river due to<br />

excessive presence <strong>of</strong> organic matter, which disturbed<br />

the river ecosystem to a large extent. The biodegradati<strong>on</strong><br />

<strong>of</strong> organic polluti<strong>on</strong> resulted in release <strong>of</strong> nutrients,<br />

which causes eutrophicati<strong>on</strong> <strong>of</strong> river. The pathogenic<br />

parasite Helminth (eggs/l) values found in Yamuna river<br />

are much higher and water was not suitable even for<br />

the irrigati<strong>on</strong> purpose. The minimum value was found<br />

is 5 eggs/l which exceeds the permissible limit <strong>of</strong> 1 egg/l 18 .<br />

INTER INTER RELA RELATIONSHIP<br />

RELA TIONSHIP BETWEEN BETWEEN BOD BOD BOD AND AND COD<br />

COD<br />

COD test gave a relatively quick estimati<strong>on</strong> <strong>of</strong> the<br />

carb<strong>on</strong>aceous c<strong>on</strong>tents <strong>of</strong> the sample (within a matter <strong>of</strong><br />

3 h) compared to the BOD test, which normally takes 3<br />

days. Also the COD test has a higher precisi<strong>on</strong> than the<br />

BOD test. As polluted water bodies may have a varying<br />

proporti<strong>on</strong> <strong>of</strong> degradable and n<strong>on</strong>- degradable substances<br />

in them, the <strong>on</strong>ly practical way in which the COD test<br />

can be used for estimati<strong>on</strong> <strong>of</strong> BOD is to develop a specific<br />

Log scale<br />

1.0E + 09<br />

1.0E + 08<br />

1.0E + 07<br />

1.0E + 06<br />

1.0E + 05<br />

1.0E + 04<br />

1.0E + 03<br />

1.0E + 02<br />

1.0E + 01<br />

1.0E + 00<br />

Total plate count CFU/100 ml<br />

Total coliform MPN/100 ml<br />

Fecal coliform MPN/100 ml<br />

Coliphases/100 ml<br />

Helminths, eggs/l<br />

WB ISBT ITO NB TB OB<br />

Sampling locati<strong>on</strong>s<br />

Figure Figure 2 2 Average verage microbial microbial pr<strong>of</strong>ile pr<strong>of</strong>ile <strong>of</strong> <strong>of</strong> river river Yamuna amuna at at Delhi<br />

Delhi<br />

mg/l<br />

120<br />

100<br />

80<br />

60<br />

40<br />

20<br />

0<br />

Average observed<br />

DO values<br />

8.4<br />

3.7<br />

78.8<br />

39<br />

Average observed<br />

BOD values<br />

105<br />

46.5<br />

87.3<br />

37.5<br />

WB ISBT ITO NB TB OB<br />

Sampling locati<strong>on</strong>s<br />

Average observed<br />

COD values<br />

40.3 38.3<br />

7.7 0 0 0 0.25 1.3<br />

Figure Figure 3 3 L<strong>on</strong>gitudinal L<strong>on</strong>gitudinal pr<strong>of</strong>ile pr<strong>of</strong>ile <strong>of</strong> <strong>of</strong> DO, DO, BOD BOD and and COD COD in in river river Yamuna amuna<br />

at at Delhi<br />

Delhi<br />

90<br />

83.8<br />

correlati<strong>on</strong> between COD and BOD values for specific<br />

case 19-21 . The COD values, observed in Yamuna river<br />

Delhi segment flow, at various sampling locati<strong>on</strong>s and<br />

date have been plotted against the BOD in Figure 4(a).<br />

The relati<strong>on</strong>ship investigated as BOD = 0.454 COD have<br />

high degree <strong>of</strong> correlati<strong>on</strong>. Thus the precise and carefull<br />

determinati<strong>on</strong> <strong>of</strong> COD be better suited for routine<br />

analysis due to much shorter time requirement and not<br />

for needing an electric incubator.<br />

INTER INTER RELA RELA RELATIONSHIP<br />

RELA RELA TIONSHIP BETWEEN BETWEEN VARIOUS<br />

VARIOUS<br />

MICROBIAL MICROBIAL INDICA INDICATORS<br />

INDICA TORS<br />

Microbiological tests are generally complex and need a<br />

lot <strong>of</strong> training and practice to yield reas<strong>on</strong>ably reliable<br />

results. Fecal Coliform MPN is by far the most important<br />

microbial indicator from water quality point <strong>of</strong> view<br />

because <strong>of</strong> its direct health significance 11,22,23 . The FC<br />

values, observed in Yamuna river Delhi segment flow,<br />

at various sampling locati<strong>on</strong>s and dates have been<br />

plotted against the HPC in Figure 4(b) and against TC<br />

in Figure 4(c). The relati<strong>on</strong>ships evaluated, with the<br />

1.0E + 08<br />

1.0E + 07<br />

1.0E + 06<br />

1.0E + 05<br />

1.0E + 04<br />

1.0E + 03<br />

1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+07 1.0E+08<br />

Figure Figure 4 4 Inter Inter-relati<strong>on</strong>ship Inter -relati<strong>on</strong>ship graphs<br />

graphs<br />

TC, MPN/100 ml (log scale)<br />

Vol 88, March 2008 59<br />

BOD, mg/l<br />

FC, MPN/100 ml<br />

(log scale)<br />

FC, MPN/100 ml<br />

(log scale)<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

0 20 40 60 80 100 120 140<br />

1.00E + 08<br />

1.00E + 07<br />

1.00E + 06<br />

1.00E + 05<br />

1.00E + 04<br />

BOD = 0.454 COD<br />

R 2 = 0.9312<br />

COD, mg/l<br />

(a)<br />

1.00E + 03<br />

1.00E+03 1.00E+04 1.00E+05 1.00E+06 1.00E+07<br />

HPC, CFU/ml (log scale)<br />

(b)<br />

FC = 0.0791 TC 1.1047<br />

R 2 = 0.9559<br />

(c)<br />

FC = 0.0182 HPC 1.5343<br />

R 2 = 0.9598


degree <strong>of</strong> correlati<strong>on</strong> greater than 95 %, are<br />

♦ FC, MPN /100 ml = 0.0232 × TC 1.1697 , MPN/100ml<br />

♦ FC, MPN /100 ml = 0.0326 × HPC 1.4742 /ml<br />

The results <strong>of</strong> Fecal Coliform obtained by laboratory<br />

analysis can be verified by comparing the results<br />

obtained from various inter-relati<strong>on</strong>ships investigated<br />

in this study. The duplicate analysis or use <strong>of</strong> c<strong>on</strong>trol<br />

tubes can be avoided in routine microbial analysis.<br />

CONCLUSIONS<br />

CONCLUSIONS<br />

CONCLUSIONS<br />

♦ During the last 20 years, the annual average value<br />

<strong>of</strong> BOD, TC and FC value, in river Yamuna, has<br />

increases from 17.0 mg/l to 34.2 mg/l, 2.06 E05 MPN/<br />

100 ml to 9.3 E06 MPN/100 ml and 1.4 E05 MPN/100<br />

ml to 4.6 E06 MPN/100 ml, respectively. The BOD<br />

value increases by 100 percent, TC and FC Values<br />

increased to 4000 % and 3000 % fold, respectively. The<br />

relatively higher increase in Microbiological polluti<strong>on</strong><br />

load shows that little emphasis was given to c<strong>on</strong>trol <strong>of</strong><br />

the microbial quality <strong>of</strong> effluents being discharged in<br />

river.<br />

♦ The high values <strong>of</strong> microbial indicators and<br />

pathogens detected revealed that the microbiological<br />

quality <strong>of</strong> water was poor, unsafe and not acceptable<br />

even for the lowest DBU. The deteriorati<strong>on</strong> in water<br />

quality is found due to the regular outfalls <strong>of</strong> 23 drains<br />

carrying wastewater to river Yamuna during Delhi<br />

Segment. Approximately 3296 MLD/day <strong>of</strong> sewage by<br />

virtue <strong>of</strong> above drains outfalls in Yamuna. Despite the<br />

above scenario, the people <strong>of</strong> Delhi extensively use the<br />

water <strong>of</strong> river Yamuna for various purposes. The<br />

results <strong>of</strong> the study have revealed the need for planning<br />

and implementati<strong>on</strong> <strong>of</strong> various polluti<strong>on</strong> abatement<br />

measures for improvement in the river water quality<br />

as per requirement <strong>of</strong> DBU.<br />

♦ The rapid method developed for estimati<strong>on</strong> <strong>of</strong> organic<br />

polluti<strong>on</strong> and microbial polluti<strong>on</strong>, through inter<br />

relati<strong>on</strong>ships, namely, chemical oxygen demand and<br />

Fecal Coliform, can be helpful in routine analysis <strong>of</strong><br />

river water quality. This method can also be applied<br />

for evaluati<strong>on</strong> <strong>of</strong> water treatment efficiency at the<br />

water treatment plant as well as sewage treatment<br />

plant installed in Delhi, more frequently and in lesser<br />

time.<br />

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60 IE(I) Journal–EN

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