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    A

    SEMINAR REPORT

    ON

    Sources and characteristics ofPollutants in

    Petroleum and petrochemical industries

    Submitted By

    j.raju 07H61A0818

    Departmentof Chemical Engineering

    COLLEGE OF ENGINEERINGHYDERABAD

    2007-2011

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    CERTIFICATE

    This is certify that the report entitled Sources and characteristics of

    Pollutants in Petroleum and petrochemical industries is beingsubmitted by J.RAJU ( 07H61A0818) .In partial fulfillment for the

    award of the B.Tech (chemical) from C.V.S.R COLLEGE OF

    ENGINEERING affiliated to JNTU, HYDERABAD is a record of

    bonified work carried out under our guidance and supervision duringthe academic year 2010-2011.

    (Dr. M. Bhagvanth Rao)

    Professor& Director

    (HOD Chemical Engineering Dept)

    CONTENTS

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    ABSTRACT

    DEFINITION

    CLASSIFICATION

    EXPLANATION

    SOURCES AND CHARACTERISTICS

    EFFECTS ON ENVIRONMENT

    CONTROL TECHNIQUES

    CONCLISION

    REFERENCES

    ABSTRACT:-

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    The source and characteristic of pollutants in petrolium and

    petro chemical indusssssssss

    Classification of pollutants:-

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    Pollutants

    Primary pollutants secondary pollutants

    1. Primary pollutants:

    These pollutants emitted directly from identifiable sources.

    Primary emissions include particulate matter, sulphur compounds, organic

    compounds, nitrogen compounds, carbon compounds, halogen compounds, radio

    active compounds etc.

    2. Secondary pollutants:

    These pollutants produce in the air by interaction among to or from primary

    pollutants or by reaction with normal atmosphere constituents.

    These pollutants are formed by interaction between various primary pollutants

    and/or normal constituents of air.

    Examples of these pollutants are formation of sulphuric acid mist, smoke etc.

    POLLUTANTS FROM PETROLEUM AND PETROCHEMICAL

    INDUSTRIES:

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    1. Air pollutants:

    Major air pollutants that may be emitted from refining operations are

    1. Sulfur compounds

    2. Hydrocarbons

    3. Nitrogen oxides

    4. Particulates including smoke

    5. Carbon monoxide

    Other emissions

    1. Aldehydes

    2. Ammonia

    3. Odors

    Petroleum refineries differ in the type of processing schemes employed, type of

    units used in a given processing scheme, the type of crude or crude processed,

    varieties of end products, location, source of power, utilities requirements and

    operating and housekeeping practices.

    All these factors have a bearing in varying degrees on the quantities of emissions

    from each refinery. Consequently it is desirable to undertake individual refinery

    measurements or calculations to estimate factors for this purpose.

    A survey of gaseous emissions from petroleum refineries is given in table below

    POLLUTANTS EMISSION

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    S.NO TON/DYY

    1

    Carbon monoxide 13

    2

    Hydrocarbons 7

    3

    Aldehydes, organic acids 1

    4

    Sulphur dioxide 5

    5

    Nitrogen oxides 4

    1. Sulphur compound:

    Sulphur dioxide constitutes the maximum proportion of sulphur compound emitted

    from refineries.

    The main sources of sulphur dioxide are fuel combustion which are emitted from

    combustion operations, such as fires heaters, boilers and catalytic cracking

    regenerators and from sulphur dioxide extraction plants.

    Any organic sulphur contained in a fuel is oxidized to sulphur dioxide or sulphur

    trioxide during combustion. Normally about 97% of the fuel sulphur to sulphur

    trioxide during combustion. Eventually however considerably more of the sulphur

    dioxide is oxidized to sulphur trioxide in the ambient air, ultimately forming sulphate

    particulates.

    The amount of sulphur dioxide emission depends upon the type and amount of fuel

    burnt and its sulphur content.

    Emissions of oxides of sulphur are expressed in terms of sulphur dioxide knowing the

    quantity of fuel used based either on flow meter reaching or actual tank gauges, and

    the sulphur content of the fuel from actual laboratory analysis, the emissions of

    sulphur dioxide may be easily calculated. Actual monitoring of stack gases on such

    cases may not n[be necessary.

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    Refinery flares incinerators and decoking operations are other minor sources.

    Other sulphur components emitted from refineries hydrogen sulphide, sulphur trioxide

    and mercaptants from treatment processes. However, these emissions are in from

    evaporation of leaks and vent losses from storage facilities.

    2. Hydrocarbons:

    The emissions of hydrocarbons result mainly from evaporation of light oil during

    storage and handling of crude and petroleum products and from leaks.

    Sources of hydrocarbon emission include loading facilities, sampling, sampling,

    storage tanks, and waste water separators. The extent of these emissions depends upon

    design maintenance and operating practice.

    These emissions cannot be directly measured except in the case of unburnt

    hydrocarbons released during combustion operations. These may be measured by

    direct stack monitoring.

    The major sources of hydrocarbon emission however, are evaporation losses from

    storage tanks and from oil separators. These losses can only be estimated by

    empherical formulae based on extensive testing and experience.

    3. Oxides of nitrogen:

    Combustion of fuel in fired heaters and boilers and internal combustion engines used

    to drive compressors and electric generators are the main sources of nitrogen oxides

    are also released from catalytic cracking regenerators and from co boilers.

    Combustion of fossil fuels produces nitrogen oxides partly from the combination of

    atmospheric nitrogen with excess oxygen in the furnace atmosphere, and partly from

    combination of nitrogen oxides is mainly dependent on the flame temperature. The

    residence time at this temperature and the excess air present in the flame.

    4. Particulates:

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    The major sources of emission of particulates in the petroleum refineries are catalytic

    cracking regenerators.

    The minor sources include internal combustion engines used to drive compressors and

    electrical generators and incinerators.

    Incomplete combustion in furnaces and boilers also generates carbon monoxide

    emissions.

    The only significant source of carbon monoxide is the catalytic cracking regenerator.

    When co boiler is not employed. No emissions of carbon monoxide are released.

    When co boilers does not exist the emissions can be accurately calculated based on

    stock gas analysis for carbon monoxide content and the quantity of air used for

    regeneration, which is measured and controlled.

    5. Carbon monoxide:

    The only significant source of carbon monoxide in refineries is the catalytic cracking

    regenerators. This, however is eliminated in units a CO boiler.

    The minor sources include internal combustion engines used to drive compressors and

    electric generators and incinerators. Incomplete combustion in furnaces and boiler and

    also in generates CO emissions.

    The only significant source of CO is the catalytic cracking regenerator when CO

    boiler is not employed. No emissions of CO or released when CO boilers are used.

    Where CO boilers do not exist the emissions can be accurately calculated based on

    stock gas analysis for CO content and the quantity of air used for regeneration which

    is measured and controlled.

    11. Effects of Air pollutants on the environment:

    1. Reduction in visibility

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    2. Damage to the material

    3. Damage to vegetarian

    4. Physiological effects on man and animals

    5. Physiological effects

    3. AIR POLLUTANTS CONTROL TECHNIQUES AND OPTIONS:

    The control of air pollution is an expensive and complex problem because the

    character and quantity of refinery atmospheric emissions vary greatly from

    refinery to refinery.

    Refinery air pollution control techniques exist which should permit refineries to

    operate in any community without constituting a serious air pollution problem. A

    realistic control strategy, size of the installation, cost benefits, commercial and

    possibility of creating other disposal problems.

    The majority of refinery emissions occur during combustion in providing power

    and heat for processing operators. These include combustion of fuel in boilers for

    steam generation combustion of fuel in fired heaters and combustion of carbon

    during regeneration of cracking catalysts.

    1. CONTROL OF EMISSIONS FROM REFINERY PROCESS GASES:

    Minimize sox emission either through desulfurization of fuels to the extent feasible

    or by directing the use of high sulfur fuels to units equipped with so x emission

    controls.

    Nearly all refineries process generates gases which generally contain hydrogen

    sulphide or other low molecular weight sulphur compounds. These gases are

    normally used as fuel in fired heaters and reboilers.

    The most common procedure for removal of hydrogen sulphide and light

    mercaptants involves scrubbing the gases with an solution. Solvent such as

    aqueous amine solution. The amine solution extracts the hydrogen sulphide and id

    then regenerated by stripping hydrogen sulphide with heat and/or steam. The

    regenerated solution is reused for further absorption. The hydrogen sulphide

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    recovered from this process can be converted to either sulphuric acid or elemental

    sulphur.

    Prevention and control of pollution in petroleum:

    Petroleum refineries are complex plants, and the combination and

    sequence of processes is usually very specific to the characteristics of

    the raw materials (crude oil) and the products. Specific pollution

    prevention or source reduction measures in these areas should be

    designed into the plant and targeted by management of operating

    plants.

    Reduction of air emissions:

    1. Minimize losses from storage tank and product transfer areas by

    methods such as vapor recovery systems and double seals.

    2. Minimize SOx emissions either through desulfurization of fuels, to

    the extent feasible, or by directing the use of high-sulfur fuels to

    units equipped with SOx emissions controls.

    3. Recover sulfur from tail gases in high-efficiency sulfur units.

    4. Recover non silica-based (i.e., metallic) catalysts and reduce

    particulate emissions.

    5. Use low-NOx burners to reduce nitrogen oxide emissions.

    6. Avoid and limit fugitive emissions by proper process design and

    maintenance.

    7. Keep fuel usage to a minimum.

    Elimination or Reduction of pollutants:

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    1. Consider reformate and other octane boosters instead of tetraethyl

    lead and other organic lead compounds for octane boosting.

    2. Use non-chrome-based inhibitors in cooling water, where

    inhibitors are needed.

    2. WATER POLLUTANTS:

    Water pollution due to discharge of industrial wastes has already become a serious

    problem in certain areas of the country. The current practices adopted for the

    disposal of industrial wastes in the country include discharge into public sewers,

    rivers or sea through creeks and estuaries and on land.

    Water is used in petroleum refineries for a variety of purposes. Since water does

    not enter into the final product, it can be expected that 80-90% of the water

    supplied to the refinery comes out as waste water. The characteristics of waste

    water from petroleum refineries in India and their pollutant. It indicates that large

    volumes of waste water are being discharged containing a variety of objectionable

    and toxic organic and inorganic substances. If these waste water are not treated to

    the desired degree, the pollutants reach the water course and bring out a number of

    chances in the quality of the receiving water, which ultimately render the water

    unsafe for aquatic life and for domestic and industrial use.

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    ]CHARACTERISTICS OF WASTE WATER AND POLLUTANTS/TOIX

    CONSTITUENTS:

    SI NO Effluents characteristics VALUE Pollution/toxic constituents

    1 Flow, l/kg oil 1.5 1. free oil(2000-3000 mg/l)

    2 pH 6.8-7.2 2. emulsified oil(80-120

    mg/oil)

    3 Suspended solids, mg/l 200-400 3.H2S & RSH (10-220)

    4 BOD, mg/l 100-300 4. Phenols (12-30 mg/l)

    5 COD , mg/l ------ 5. Ammonia andchromium if cooling

    water is mixed with

    process water.

    6 BOD/COD ------

    7 BOD load, gm/unit product 0.3

    TYPES OF WATER POLLUTION:

    1. PHYSICAL POLLUTION

    2. CHEMICAL POLLUTION

    3. PHYSIOLOGICAL POLLUTION

    4. BIOLOGICAL POLLUTION

    1. PHYSICAL POLLUTION:

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    This is due to temperature, turbidity, suspended matter. Color, foam and

    froth and radioactivity

    Waters with higher temperature are usually encountered from thermal power

    stations, cooling systems, etc. A mere rise of temperature by a few degreescentigrade decreases the solubility of oxygen in water and this can affect the

    receiving stream in two ways. It will increase the biological activity vis--vis

    decrease the dissolved oxygen (DO) content and secondly, it will make the fish

    migrate to other areas because of low DO and higher temperature. Because of

    this, tolerance limits for temperature are prescribed for waste water for

    discharge into inland surfaces waters.

    Color in general considered as aesthetic pollutant. Color can be associated with

    natural as well as artificial substances. Color can reduce photosynthetic activity.

    2. CHEMICAL POLLUTION:

    This can be due to inorganic and organic chemicals. Inorganic chemicals

    include acids, alkalies, heavy metals, soluble salts or inert insoluble substances.

    Inorganic acceleration corrosion of metals destroys cotton textiles, kill aquatic

    organisms and burn or irritate the skin of animals and humans. When pH of the

    water is below 5, the damage is greater. Both acids and alkalies can be toxic to

    all aquatic organisms and thus inhibit self purification in streams.

    Waste containing free chlorine, chloramines, ammonia, soluble sulphides and

    salts of metals such as arsenic, cadmium, chromium, copper, lead, mercury,

    nickel, selenium etc. are also highly toxic. These are toxic to fish and also to

    humans.

    Some of the metals accumulate in ecosystems and reach man and animals.

    Soluble salts commonly found in streams include chlorides, sulphates and

    bicarbonates of sodium, potassium, calcium, magnesium, iron and manganese.

    Sources of oil pollution are from waste waters discharged from ships and oil

    tankers, oil refineries, industrial plants handling oil and grease, lubrication of

    machinery, metal reduction works, petroleum production spills and wastes.

    3. PHYSIOLOGICAL POLLUTION:

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    Taste and odour constitute physiological pollution. Several industrial wastes

    contain chemicals which impart characteristic and unpleasant taste to water.

    Salts of iron and manganese, chlorine, hydrogen sulphide, phenols, can be cited

    as examples. Water pollution by industrial wastes containing taste-producing

    substances may damage the value of fisheries.

    4. BIOLOGICAL POLLUTION:

    It is a result of discharge of waste water containing pathogenic forms of

    bacteria, fungi, algae, viruses, protozoa and halminthic parasites.

    This type of pollution is often a secondary result due to contamination by

    sewage or industrial wastes. The diseases related to biological pollution are

    cholera, typhoid, dysentery, gastroenteritis, and polio-myelitis.

    CONTROL OF WATER POLLUTION:

    The uses of water can be categorized as drinking, cooling, boiler feed, direct

    processing, sanitary and fire protection. The effluent waste originated can be

    classified under:

    a. Water free from oil

    b. Sanitary sewage

    c. Process effluents.

    The water free from oil includes storm water from oil free catchment areas,

    water treatment plant effluent, boiler blown down etc. The process effluents are

    basically oily waters originating from different sources, such as drainage from

    pump houses, blow down from cooling systems, desalter water, overhead

    condensate water from process units, spent caustic etc.

    For effective treatment of the effluent water, the streams are segregated throughseparate drainage systems and treated accordingly. The effluent treatment is

    usually divided into three categories, i.e., primary, secondary and tertiary

    1. PRIMARY TREATMENT METHODS:

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    This treatment consists of oil removal in two stages by physical methods.

    Various physical methods are available and these can be classified as baffling,

    floatation, skimming, stripping, stripping and extraction.

    The first stage of oil removal is done in small pond or basin where majorportion of oil is removed by using baffling, floatation and skimming methods.

    The second stage of oil removal is mainly API(American petrol institute)

    separators or other gravity separators, where the remaining oil is removed as a

    rule should not be omitted as it lessens the oil load on API or gravity separators

    and helps in the efficient removal of oil.

    2. SECONDARY TREATMENT METHODS:

    These methods can be classified as follows:

    a. Chemical method

    b. Biological method

    The main purpose of chemical method is to remove emulsified oil with addition

    of flocculating agents and also to remove suspended solids and toxic substances

    and thereby condition of effluents for further treatment by biological method.

    Biological treatment aims at the removal of all oxidizable and organic matterfrom the waste water. This method of treating waste water employs the use of:

    1. Activated sludge process. Conventional and modified

    2. Trickling filters

    3. Oxidation ponds

    4. Aerated lagoons

    The activated sludge process is an aerobic biological treatment process. The

    conventional process consists of an aeration tank followed by a sedimentation

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    tank. In this process high concentrations of newly grown and recycled microbial

    biomass are suspended uniformly throughout holding tank to which raw

    wastewaters are added.

    The tricking filter is a packed media covered with biological slime throughwhich water is percolated.

    The treatment of waste water is oxidation ponds provide biological oxidation

    and sedimentation similar to that occurring in lakes. Its maintain attraction is

    the low cost of construction and operation, but it requires more space and

    considerably long detention periods.

    The aerated lagoon is smaller, deeper oxidation pond equipped with mechanical

    aerators or diffused air units. The addition of oxygen enables the aerated lagoon

    to have a higher concentration of microbes than the oxidation pond. The

    retention time in aerated lagoons is usually shorter, between 3 and10 day.

    3. TERTIARY TREATMENT METHODS:

    This treatment has been limited to activated carbon filteration process and

    ozonation which are effective in removal of the taste and odour and organics

    from biologically treated waste waters. The treated water which satisfy the

    relevant tolerance limits are finally disposed by controlled dilution into the

    neighbouring stream, river or sea.

    SUSPENDED SOLIDS:

    Suspended solids causing turbidity tend to reduce light penetration. This may or

    may not be beneficial depending upon circumstances and water. For instance

    turbidity caused by suspended silt and clay retards algal growth and when this

    water is used for drinking.

    PH :

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    The hydrogen ion concentration of a raw-water source for domestic water is

    important as it affects taste, corrosivity, efficiency of chlorination, treatment

    processes such as coagulation and industrial applications.

    TEMPERATURE:

    The increase of stream temperature due to mixing of waste waters causes

    undesirable stream conditions such as decreased oxygen capacity, increased

    oxygen demand, anaerobic zones and purification of sludge deposits. The

    toxicity of many substances is intensified as the temperature rises.

    BIOCHEMICAL OXYGEN DEMAND:

    In itself, BOD is not a pollutant and exercises no direct harm. However, BOD

    does exert an indirect effect by depressing the dissolved oxygen content to

    levels that are inimical to fish life and other beneficial uses. BOD effect can be

    overcome by reaeration, dilution and/ or photosynthetic effect.

    OIL AND GREASE:

    Oil in inland surface waters may interfere with gas exchange, coat bodies of

    birds and fish and exert a direct toxic action on some organisms as a result of

    water soluble components. Oil in water bodies used as a source of domestic

    water supply has the following deleterious effects.

    a. Hazard to the health of consumers.

    b. Production of unpleasant tastes and odours

    c. Presence of turbidity, films involving aesthetic problems.

    d. Increased difficulty of water treatment.

    PHENOLIC COMPOUNDS:

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    In water for domestic use harmful concentrations of phenol are much higher

    than taste considerations would allow. The concentration of Phenolic

    compounds is limited to 0.001 mg/l in drinking water because of tastes resulting

    from the action of chlorine on such waters.

    CHEMICAL OXYGEN DEMAND (COD):

    The determination of COD provides a measure of the oxygen equivalent of that

    portion of the organic matter in a simple that is susceptible to oxidation by

    strong chemical oxidant. It is important, rapidly measured parameters for

    stream and industrial waste studies and for the control of treatment plants with

    certain wastes containing toxic substances. The test may be the only method for

    determining the organic load. Where wastes contain only readily available

    organic bacterial food and no toxic matter, the results can be used toapproximate the ultimate carbonaceous BOD values.

    This method however fails in the absence of a catalyst to include some organic

    compounds, such as acetic acid which are biologically available to the stream

    organism, while including some biological compounds, such as cellulose, which

    are not a part of the immediate biochemical load.

    Total dissolved solids (TDS). TDS in irrigation water has direct physical effect

    in prevention of water uptake by plants (osmotic effect); hence the need torestrict the TDS in irrigation water. Moreover indirect through changes in soil

    structure, permeability and aeration also occurs.

    BORON:

    Although traces of boron are essential for growth of all plants, more than 0.5

    mg/l will be injurious to certain plants, like citrus fruits, plums, apples etc.

    crops such as potatoes, tomatoes, wheat etc. can tolerate boron up to 2.0 mg/l.

    111. SLUDGE TREATMENT AND DISPOSAL:

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    Sludge is the suspension of solids in process waters and aqueous wastes.

    Sludges produced includes:

    1. Crude tank bottoms

    2. Slop oil emulsion sludge

    3. Cooling tower sludge

    4. Lube oil filter cake

    5. Heat exchanger bundle cleaning sludge

    Sludge is to be prepared and treated for environmentally sound disposal. The

    oil content is high. This oil needs to be separated and recirculated. Various

    hazardous constituents are needed to be removed ex. Polychlorinatedbiphenyls (PCB).

    SLUDGE CHARACTERISTICS:

    Sludge must be characterized for pathogenicity, toxicity and various rheological

    properties. Sludges need to be tested for pathogenicity. The pathogens organisms

    of most concern are some bacteria, viruses, protozoans and parasites, such as

    Taenia saginata, potato cyst nematodes and Ascaris. Besides pathogenicity, sludes

    need to be tested for toxicity. A range of testes are available for specifictoxicological effects.

    SLUDGE CONDITIONING:

    Sludge conditioning may be used to increase solids concentration, improve

    recovery or reduce thickening time. This can be achieved by chemical addition or

    thermal treatment.

    CHEMICAL CONDITIONING:

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    It involves the use of either inorganic or organic chemicals. The most commonly

    used inorganic chemicals for conditioning sludges include lime, ferrous and ferric

    sulphates, ferric chloride and alum. Organic polyelectrolytes have been used in

    sludge conditioning. These fall into three classes: non organic, anionic and

    cationic. The chosen polyelectrolyte should have a charge opposite to that on thesludge particles.

    THERMAL CONDITIONING:

    The primary function of thermal sludge conditioning is to improve dewaterability.

    The advantages of this process include reduced solids quantity, low or very low

    specific filtration resistance, sterilization and enhanced activated sludge digestion.

    The disadvantages include complex equipment arrangements, including high

    pressure and temperature vessels, a serious potential for corrosion, relatively highenergy requirements, potentially severe odour problems, and the production of a

    sidestream waste.

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    CONCLUSION:

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    Asch, P. and Joseph, J. S. (1978). Some Evidence on the Distribution of Air Quality,

    Land Economics, 54, 279-297.

    Brainard, J. S., Jones, A.P., Bateman, I. J. and Andrew A. Lovett (2004). Modelling

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    CSE (1997) Death is in the Air, Down to Earth, Center for Science and

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    Dave, J. M. (2001). Air Quality Management - Dr. Nilay Chaudhury MemorialLecture, Central Pollution Control Board, Delhi.

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