An Overview on Treatment of Waste Water From Bulk Drug Industries

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    An Overview on Treatment of

    Waste Water from Bulk Drug

    Industries

    Mriganka Sekhar Mukhopadhyay*

    Technical Assistant Civil Engineering Department

    National Institute of Technology Durgapur WestBengal

    713209

    ,..

    Dr. Soumya Bhattacharyya

    Associate Professor Civil Engineering Department

    National Institute of Technology Durgapur West Bengal

    7 32 9

    Dr. Vijay Kumar Dwivedi

    Professor

    Head Civil Engineering Department

    National Institute of Technology Durgapur West Bengal

    713209

    Abstract

    Manufacture of pharmaceutical compounds

    using chemical synthesis involves a complex series

    of many batch processes. The processes generate

    wastewaters having high values of BOD

    5'

    COD and

    TDS. The paper overviewed present status ofwaste

    water and treatment possibility in Bulk Drug

    Industries in India. The paper cited characteristics

    of waste water and possible treatment systems of

    different bulk drug indulitries.

    Key Words: Bulk Drug Aerobic Biological

    Treatment C.O.D. B.O.D.

    1. INTRODUCTION

    The modus operandi of a pharmaceutical

    industry has three main stages: (1) research and

    development; (2) conversion of organic and natural

    substances into bulk pharmaceutical substances or

    ingredients through fermentation, extraction, and

    or chemical synthesis; and (3) formulation and

    assembly of the final pharmaceutical product(4).

    Chemical synthesis forms the basic process for

    preparing the compounds that are used today as

    pharmaceutical products. The manufacture of

    pharmaceutical compounds through chemical

    synthesis mainly involves a complex series of batch

    processes where many intermediate stages are

    present and many chemical reactions take place

    sequentially. The processes use various raw

    materials and generate wastes and emissions(1.2,3)

    ~ Corresponding authour

    Mriganka Sekhar Mukhopadhyay

    Near Sarbamongala Banka Bridge, Bhatchala Para,

    P.O. Sripally, Burdwan, Pin-713103

    e-mail: [email protected]

    Phone:09434666881

    The wastewaters arise mainly from equipment

    cleaning other than the usual manufacturing

    streams, such as pump seal waters, waste

    scrubbers' wastewaters, boiler blow down and floor

    washing. The wastewater may therefore be high in

    biochemical oxygen demand (BOD), chemical

    oxygen demand (COD) and total suspended solids

    (TSS), with a wide range of pH from 1 to 116.

    It is clear that the bulk drug manufacturing

    industries generate different waste products which

    are unfavorable to environment. The widespread

    use of pharmaceutical. drugs for various therapeutic

    needs resulted in detection of pharmaceutical

    chemicals in the environment. To keep the

    environment and ecology unaffected, the generated

    waste should be treated before disposal to the

    environment and the rate of generation of waste

    should also be minimized.

    2.0 OBJECTIVE OF PAPER

    The objective of the present paper is to review

    the present situation of characteristics and

    treatment possibility ofwaste water from different

    Indian bulk drug industries.

    3 CHARACTERISTICS

    OF WASTEWATER

    FROM BULK DRUG INDUSTRIES

    Based on study of different common effluent

    treatment plants of Hyderabad(5,6). average

    physicochemical characteristics of the bulk drug as

    well as Formulation are given in table 3.1 and 3.2.

    Table 3.1 : Typical Physicochemical

    Characteristics of Centrally Collected

    Wastewater of Common Effluent

    Treatment Plant of Hyderabad.(6)

    Table 3 2 : Typical Characteristics of

    Wastewater from a Bulk Drug Industry in

    Hyderabad (the main product being

    Terbinafine Hydrochloride).(5)

    Volume2013-14. Number 2 . July 2013

    27

    SI.No. Parameter

    Concentration

    1.

    pH

    8.14

    2.

    COD (mgll) 736Q

    3.

    BOD (mgll)

    1960

    4.

    Total solids (mgll)

    14950

    5.

    Dissolved solids (mgll)

    14000

    6. Suspended solids (mgll) 950

    SI.No.

    Parameter

    Quantity

    1.

    pH

    7.2-8.0

    2. TSS

    2800-3000 me:/lit

    3.

    TDS 8500-9000 mg-/lit

    4.

    COD

    13000 mg/lit-15000 mg/lit

    5. BOD 7000-7500 Jllg/lit

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    Mriganka Sekhar Mukhopadhyay Soumya Bhattacharyya Vijay Kumar Dwivedi

    It is observed from table 3.1 and 3.2, that

    Chemical Oxygen Demand (COD), Total Dissolved

    Solids (TDS) Total Suspended Solids (TSS) of the

    wastewater samples Were found to be very high.

    The BOD: COD ratio is 0.266 and 0.5 respectively

    and the pH shows alkaline nature indicating the

    complexity of the wastewater in both cases.

    Characteristics of wastewater from a bulk drug

    industry near Ko-lkata(7) and a molasses

    fermentation based bulk drug industry rich in

    organic matter are shown in table 3.3 and table 3.4

    respectively.

    Table 3.3 : Typical Characteristics of

    Wastewater from a Bulk Drug Industry in

    Kolkata(7)

    Table 3.4 : The Average Physicochemical

    Characteristics of the Raw Effluent from a

    Bulk Drug Industry of Solapur(8)

    It is observed from tables 3.3 3.4 that the

    values of BOD, COD different types of solid are

    very high. On the other hand pH is very low.

    4.0 TREATMENT OF WASTEWATER FROM

    BULK DRUG INDUSTRIES

    The wastewater generated during manufac-

    turing of bulk drugs is treated in effluent treatment

    plant (ETP), which generates ETP sludge. The

    wastes of high calorific value, like distillation

    residue, spent carbon, etc are incinerated, which

    produces incineration ash. ETP sludge and

    incineration ash samples are collected from

    industries and are analyzed for relevant

    parameters from treatment and disposal point of

    view.

    Table 4.1: Treatment option vs. parameter

    wise removal quality and constraints:

    Various types of wastewater streams ae

    generated in the manufacturing of bulk drugs. Also

    it was observed that the wastewater streams are very

    difficult to treat only biologically

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    .:'

    Mriganka Sekhar Mukhopadhyay Soumya Bhattacharyya

    Vijay Kumar Dwivedi

    followed by biological treatment (aerobic) appeared

    to be the viable option.

    Reference:

    1. Kabdasli I; Gurel M.; Tunay O. Pollution

    Prevention and Waste Treatment in Chemical

    Synthesis Processes For Pharmaceutical

    Industry Water Science and Technology,

    Volume 39, Number 10, 1999, pp. 265-271(7).

    2.

    Mayabhate

    S.P., Gupta S. K., and Joshi S.

    G. Biological Treatment of Pharmaceutical

    Wastewater

    Water Air and Soil Pollution

    38

    (1988) 189-197. @ 1988

    by Kluwer Academic

    Publishers

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    Jakoby

    William B.And Bhat J. V., Microbial

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    4. Ya1cin Askin Oktem, Orhan Inee, Paul

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    5. Sreekanth D Sivaramakrishna D

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    6. Lahiri Saugath, Khan Shalima Tafreen,

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    pharmaceutical wastewaters using large scale

    extended aeration activated sludge process

    Center for Environment, IPGSR, JNT

    University, Hyderabad 500 028 INDIA and

    Patancheru Enviro-Tech Ltd. Patancheru,

    Medak district Hyderabad 502319,

    www.oocities.org/saugath/1.htm.

    7. Mukhopadhyay M. S. Mukhopadhyay S.K.

    Gangopadhyay A., Treatability study of

    effluent from a Kolkata-based bulk drug

    industry using aerobic biological treatment .

    Proceedings of NCBE 2010 (The National

    Conference on Biotechnology and the

    Environment) pages 192-197.

    8.

    Nagda G. K. Diwan A. M. Ghole V. S. Seed

    germination bioassays to assess toxicity of

    molasses fermentation based bulk drug

    industry effluent Electron. J. Environ. Agric.

    Food Chern. ISSN 1579-4377.

    . .

    Unconventional

    WaterRes ourceevelopment

    Effluent Watertreatment Engineers (P) Ltd.

    P-22, CIT Road (10th Floor)

    .

    Kolkata-700 014

    Tel: 033+22498804/6869

    Gram

    -

    SAVEWATER

    [email protected]

    -

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    olume 2013-14

    .

    Number2. July 2013