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    73

    14

    16

    10

    6

    2

    2 6 10 14 18 22

    20

    -2

    0

    -6

    -10

    pH

    pe

    O x y g e n ( p O 2 = 1 )

    H y d r o g e n ( p O 2 = 1 )

    0

    O x y g e n ( p O 2 = 1 0 - 7 0

    )

    SO 4-2/H2S line

    S O 4 - 2 r e g i o n

    H 2 S r e g i o n

    M n O 4 - r e g i o n M n + 2

    r e g i o n

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    74

    CHAPTER-14

    POURBAIX DIAGRAM

    14.1. POURBAIX DIAGRAM EXPLAINED

    During the early part of the 20 th century, Macel Pourbaix, a Belgian born inRussia, invented a powerful graphic technique for studying the equilibrium phases of anaqueous electrochemical system. The resulting pe-pH diagrams, identifying thepredominance region for a chemical species in a specific oxidation state, are named aftertheir inventor.

    14.2. POURBAIX DIAGRAM: AN EXAMPLE

    In order to understand a Pourbaix Diagram, let us look at Iron, in its variousoxidation states, in an aqueous solution. For this we shall draw various boundary lines ona graph with pH along the horizontal axis and pe along the vertical axis.

    14.2.1. THE Fe +2 /Fe BOUNDARY

    We start with the pure metal in its lowest oxidation state as Fe o or moresimply Fe. The next higher oxidation state of Iron is +2 and the boundary for theequilibrium is governed by the following equation:

    This equation does NOT contain any H + term, and with the pe o value of -

    7.45 it converts to:

    . This, as shown in the diagram below, is Line (1) parallel to the pH axis

    intersecting the pe axis at -7.45.

    14.2.2. THE Fe +3 /Fe +2 BOUNDARY

    The next item to be considered is the progress of Iron from oxidationstate +2 to oxidation state +3. Again, we first write the reduction equation:

    With a pe

    o

    value of 13.03 the relevant equilibrium equation is:

    The curve in this case, again, is a horizontal line plotted in the figure asLine (2).

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    14.2.3. THE Fe(OH) 2 PRECIPITATE

    We now consider the Fe(OH) 2 and Fe(OH) 3 precipitates. For this, wefirst write the dissolution equations and then use the relevant K sp values. ForFe(OH) 2 the equation is:

    Hence:

    With a pK sp value of 14.1, under equilibrium conditions, this equation

    transforms to:

    Using pH + pOH = 14, we, therefore, have the equation of Line (3) as:

    14.2.4. THE Fe(OH) 3 PRECIPITATE

    We now consider the solubility equilibrium for Fe(OH) 3 as:

    As, above, with a pK sp value of 37.2 we have:

    . The equation for Line (4), therefore, is:

    . The general boundaries, where there is no change in oxidation number

    [Fe +2 to Fe(OH) 2 and Fe+3 to Fe(OH) 3], or where there is change ONLY in the

    oxidation number (Fe to Fe +2 and Fe +2 to Fe +3), without involvement of ahydrogen ion (H +), have been identified by these four lines. We now proceed withmore complex situations.

    14.2.5. THE Fe(OH) 3 /Fe+2 BOUNDARY

    For conversion of Fe +2 to Fe(OH) 3 we have the reaction:

    The general equation is:

    Since the line passes through the point (1.6, 13)

    .

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    Subtraction of the two equations then gives us the equation for Line (5)as:

    . It is important to note here that this line intersects the pH = 7 line at (7, -3.5).

    14.2.6. THE Fe(OH) 3 /Fe(OH) 2 LINE

    The next line of our interest is the Fe(OH) 3/Fe(OH) 2 line. For this, wewrite the reduction reaction as:

    The general equation is:

    Since the line passes through the point (7, -3.5):

    . Subtraction of the two equations then gives us the equation for Line (6)

    as:

    .

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    14

    16

    10

    6

    2

    2 6 10 14 18 22

    20

    -2

    0

    -6

    -10

    pH

    pe

    26

    Fe(OH) 2/Fe+2

    Fe(OH) 3/Fe+3

    Fe +2 /Fe +3

    Fe o/Fe +2

    1

    2

    3

    5

    (7, -7.45)

    (1.6, 13)No Fe +2above this pe

    No Fe abovethis pe

    NoFe(OH) 3

    belowthis pH

    NoFe(OH) 2

    belowthis pH

    6

    7

    H2O/O 2

    H2/H2O

    (7, -3.5)

    4

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    14.2.7. THE Fe(OH) 2 /Fe BOUNDARY

    This leaves us only with the Fe(OH) 2/Fe boundary for which thereduction equation is:

    The general equation is:

    Since the line passes through the point (7, -7.45):

    . Subtraction of the two equations then gives us the equation for Line (7)as:

    . 14.3. PREDOMINANCE REGIONS

    With this information we can now clearly identify the predominance regions forthe different Iron species that may be formed under various pe and pH combination inaqueous media. The Pourbaix diagram indicating the predominance regions for Iron isthus shown below:

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    14

    16

    10

    6

    2

    2 6 10 14 18 22

    20

    -2

    0

    -6

    -10

    pH

    pe

    26

    Fe(OH) 2/Fe+2

    Fe(OH) 3/Fe+3

    Fe +2 /Fe +3

    Fe o/Fe +2

    1

    2

    3

    5

    (7, -7.45)

    (1.5, 13)

    6

    7

    H2/H2O

    H2O/O 2

    Fe(OH) 3

    F e ( O H ) 2 Fe

    Fe +2

    Fe +3

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    80

    CHAPTER-15

    REACTION RATES AND ORDER

    15.1. INTRODUCTION

    Chemical reactions have rates that, at a given temperature, are (in exceptionalcases) independent of reactant concentrations, but are more likely to be proportional tothe concentrations of the reactant involved raised to the power of 1 or more. The order ofthe reaction, as shown below, is thus labeled as zero, or 1 and 2 etc., depending onwhether it is concentration independent (0 order) or otherwise:

    Reaction Rate = -dC/dt = k (Zero Order) Reaction Rate = -dC/dt = kC a (First Order)

    Reaction Rate = -dC/dt = kC a2 or kC aC b (Second Order)

    Reaction Rate = -dC/dt = kC a3, kC aCbC c, or kC aC b

    2 etc. (Third Order)

    15.2. GRAPHICAL PLOT OF A ZERO ORDER REACTION

    In a zero order reaction, where the rate is independent of the concentration, aplot of concentration C versus time t yields a straight line, the slope of which yields thevalue of the rate constant k.

    15.3. GRAPHICAL PLOT OF A FIRST ORDER REACTION

    For a first order reaction the equation, the simple differential equation -dC/dt =kC, has to be solved.

    Separation of variables yields:

    This implies:

    Application of the boundary condition C = C o at t = 0 yields the equation:

    Converting to log 10 and rearranging we have:

    .

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    As indicated by this equation, the plot of log C vs. time would yield a straight linewith the slope giving us the value of the rate constant.

    15.4. GRAPHICAL PLOT OF A SECOND ORDER REACTION For the second order, let us consider the simplest case -dC/dt = kC 2.

    With the separation of variables, we have:

    With the boundary condition C = C o at t = 0 integration leads to:

    Thus, if a plot of 1/C versus time yields a straight line, the reaction is of the

    second order, with the slope directly yielding the value of the reaction rate constant k.

    15.5. CONSECUTIVE REACTIONS

    Consecutive reactions are complex reactions of great importance in the field ofEnvironmental Engineering. As the name implies, in such reactions, the products of onereaction become the reactants for the next one and so on. A classic process, fallingunder this category is when the aeration of a water body results in the addition of oxygento it while the degradation of the organic matter in the water consumes this oxygen. Theequation governing this process, called the Streeter-Phelps equation, is well known to allEnvironmental engineers. Starting from the basic kinetic principles, a simple derivation ofthis equation is given below.

    15.6. THE STREETER-PHELPS EQUATION Let us consider an element of water in a stream with volume V. Any change in

    the oxygen concentration, within this element, would obviously depend on the input andoutput. More precisely:

    Now the rate of aeration is linked to the degree of oxygen un-saturation in water.

    The higher the un-saturation, the higher the rate of oxygen absorption, by the waterelement, from the atmosphere. Thus, if C s is the saturation concentration and C is theconcentration at any particular time, with k r as the re-aeration rate constant, the aerationrate is given by:

    Organic matter in a polluted water body is degraded by microorganisms usingoxygen. In a stable microorganism population, the rate at which the food organic wastein this case is consumed is directly proportional to the concentration of the foodpresent. In Biochemical Oxygen Demand (BOD) studies, this aspect is looked at in terms

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    of the Net Oxygen Demand L. Thus, with k d as the oxidation rate constant, the rate ofbiodegradation is given by the rate of change in L as:

    With the boundary conditions L = L o at time t = 0, the solution of this simple

    differential equation leads to:

    Substituting this value of L in the preceding equation yields us the rate of

    oxygen consumption for biodegradation as:

    Omitting the O 2 subscript from the concentration symbol C, we thus have:

    Mathematically, it is more convenient to express everything in terms of the

    oxygen deficit D = (C s C). Thus:

    Rearrangement yields an easily solved differential equation of the type:

    The standard method of solving this equation involves multiplication of each term

    by ePt

    . In our case the multiplication term istk r

    e which leads us to the equation:

    The expression on the left, now is simply:

    On the right, combining the two exponential terms, we get:

    Separating the variables, we have:

    The solution of this equation leads to:

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    Applying the boundary condition that at time t = 0 the deficit D = D o, we have the

    value of the Integration Constant as:

    The final relationship giving the oxygen deficit as a function of time known as the

    Streeter-Phelps equation is:

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    CHAPTER-16

    ADSORPTION ISOTHERMS

    16.1. APPLICATION OF ADSORPTION

    One of the most important uses of adsorption in Environmental engineering hasbeen for the removal of organic material from waters and wastewaters. Examples includethe removal of taste and odour producing organic materials and other trace organiccontaminants such as trihalomethanes, from drinking waters; removal of residual organiccontaminants from treated wastewater effluents; and treatment of leachates, industrial

    wastewaters, and hazardous wastes.In such applications activated carbon, granular or powdered, may be mixed with

    the water and then removed with the adsorbed materials by settling and filtration. Whenlarge quantities of organic material must be removed, more efficient usage of carbon andhigher quality of water can be obtained by passing the water through a carbon filter bedof large depth. Use of such systems to manage a wide variety of contamination problemsis now quite common.

    16.2. THE ADSORPTION PROCESS

    The phenomenon of adsorption is easily understood by considering a solution,with high concentration of a contaminant, in contact with a solid adsorbent material. Atthe interface of the two different phases (liquid and solid) the different molecular

    interactions make the contaminant molecules to concentrate more within the interface, ascompared to the bulk liquid phase. This phenomenon is called adsorption and theinterface is often referred to as the adsorption space or adsorbed phase . The speciesabsorbed are called adsorbate and the solid localized (non mobile) species, providingthe adsorption surface, is called the adsorbent.

    If the mobile molecules can penetrate into the bulk of the other phase, then thisprocess is called absorption . It is sometimes difficult or impossible to distinguishbetween adsorption and absorption and it is convenient to use the wider term sorption .

    The solid adsorbents are often characterized by their specific surface area (a s)and pore size distribution. The value of a s refers to unit mass (m) of adsorbent providinga surface are A s :

    The pore size distribution provides information on the size and amount of pores

    present in the solid adsorbent. Thus Macropores are pores with widths exceeding about50 nm, Mesopores are pores of widths between 2 nm and 50 nm, and Micropores arepores with widths not exceeding 2 nm.

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    16.3. ADSORPTION ISOTHERMS

    In any scientific field it is always useful if the underlying phenomenon could bedescribed through mathematical equations. This helps, not only in predicting the systembehaviour under different conditions but allows us in modeling and designing efficientprocesses for real life applications.

    Like other processes involving molecular interactions, temperature is very criticalin adsorption and even a slight change in temperature can alter the results considerably.Consequently all experimentation, and theoretical development, involving adsorption hasto be done at a known unvarying temperature. Not surprisingly, the equations describingthe adsorption behavior, and the resulting curves, are known as isotherms.

    Because of its importance, many attempts have been made to developmathematic models for adsorption. Some of the more important isotherms resulting fromthese efforts are discussed below.

    16.4. HENRYS ISOTHERM:

    It is very logical to assume that the amount of material adsorbed per unit weightof the adsorbent (generally symbolized by the letter q) on the surface of an adsorbentwould be dependent on the concentration (C) of the material in the solution.

    Thus:

    With K as the constant of proportionality, the equation becomes:

    The equation is referred to as Henrys Isotherm .

    16.5. THE FREUNDLICH ISOTHERM :

    Henrys isotherm, although found to be applicable to many simple systems,particularly with dilute solutions, is definitely an oversimplification. Through many yearsof experimentation and study of the adsorption behaviour Freundlich developed a purelyempirical relationship.

    This relationship, called Freundlich Isotherm states that the mass of adsorbateper unit mass of the adsorbent (q) depends on the concentration C of the contaminantraised to an exponent n. Thus,

    The Freundlich isotherm is often expressed in its logarithmic form as:

    Experimental data are often plotted in this manner as a convenient way of

    determining whether the material removal is taking place or not and if it is following theFreundlich isotherm, what are the values of the constants K (intercept) and n (slope).

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    It may be noted that, in the special case when the slope is unity (n = 1), theFreundlich equation reduces to the Henrys isotherm.

    16.6. THE LANGMUIR ISOTHERM

    Let us suppose that an adsorbent has absorbed q grams of a contaminant pergram of its weight, from a solution in which the molar concentration of the contaminant isC. Now, the rate of adsorption is proportional to the concentration C:

    Also, the adsorption rate is proportional to the probability of an adosrbate

    molecule striking the adsorbent surface. The latter is, of course the ratio between theamount adsorbed at any one time to the maximum amount that can be adsorbed. Thus:

    With the constant of proportionality k a , we can write:

    The rate of desorption is, on the other hand, is dependent on the probability of a

    molecule leaving the surface which is actually the ratio between the amount adsorbedand the maximum amount absorbable:

    Hence, with a constant of proportionality k d we have:

    Now, under equilibrium conditions, the rate of adsorption and desorption must beequal. Thus:

    Rearrangement leads to:

    Taking k d/ka as a new constant a and dividing, throughout by q, followed by

    rearrangement, we get:

    This equation represents the Langmuir Isotherm in which if C/q is plotted

    against C, a straight line would be obtained, from which the constants a and q m can beevaluated using the above equation.

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    16.7. THE BET ISOTHERM

    The isotherm is so named because it was developed, about a century ago, bythree scientists named Stephen Brunauer, Paul Hugh Emmett and Edward Teller.

    Consider a surface of where multilayer adsorption of molecules has taken placein. Limiting ourselves to four layers we represent this phenomenon pictorially as:

    16.7.1. FIRST LAYER ADSORPTION:

    Adsorbent

    MonoLayer

    BiLayer

    TriLayer

    Tetra Layer

    A0

    A1

    A2

    A3

    A4

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    Under equilibrium conditions, when both rates are equal, we have:

    16.7.2. SECOND LAYER ADSORPTION:

    Under equilibrium conditions, when both rates are equal, we have:

    A0

    A1Rate of Adsorption

    = k 1CA0

    Rate of Desorption= k -1 A1

    A1

    A2

    Rate of Desorption= k -2 A2

    Rate of Adsorption= k 2CA1

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    16.7.3. THIRD LAYER ADSORPTION:

    Under equilibrium conditions, when both rates are equal, we have:

    16.7.4. DERIVATION OF THE BET EQUATION:

    In general, for the ith layer:

    With B as a constant of proportionality the Total quantity q of the

    material adsorbed is given by the equation:

    Replacing with the values found above:

    } }

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    Now, the amount (q m) adsorbed in a single layer and completely coveringthe surface is related to the total area, i.e.

    This implies:

    Dividing the expressions for q m and q eliminates the constants A o and

    B giving us:

    Now consider the solution to be saturated at the saturation concentration

    Cs. We now expect a multilayer deposition of a very large amount on thesubstrate. This amount, in comparison with the amount deposited due toadsorption, is infinite. In order for q become infinite, one of the terms in thedenominator on the right of the above expression has to be zero, when C = C s .

    Letting (1 bC s) to be zero, gives us the value of b as 1/C s. C s is a constant thevalue of which may, generally be found in the literature, or it can beexperimentally established. Substitution of the value of b now leaves us with anequation which has only two un-known constants q m and a:

    In order to factorize the expression on the right hand side, we transferthe higher degree polynomial to the numerator by taking reciprocal on both sides.The resulting equation is:

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    The problem now is to transform this equation in such a way that we

    have a linear equation through which we could form two independentexpressions that could then be used for determining the values of the variablesa and q m. Rearrangement gives us:

    or

    This is the BET equation whereby the plot of CC s /q(CC s) against theconcentration C yields a straight line with the slope (aCC s-1)/aC sqm and theintercept 1/aq m. Form the two equations the two constants a and q m can beeasily found.

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    CHAPTER-17

    WATER DISINFECTION

    17.1. NEED FOR DISINFECTING WATER

    Contamination of drinking water by microorganisms can cause a variety ofillnesses. It is important, therefore, to control water quality for the prevention of waterborne diseases.

    17.1.1. INFECTIOUS AGENTS IN WATERThe infectious agents in water, derived primarily from the faces of the

    infected human beings, and animals, may be classified into four groups:

    a. Bacteria: Human pathogenic bacteria enter water mainly throughdomestic sewage and are the cause of many diseases likeTyphoid, Cholera, Diarrhea, Tuberculosis and Shigellosis, etc.

    b. Viruses: Humans excrete a large number of viruses, capable ofproducing infection. These may cause a number of illnessesincluding Diarrhea, Meningitis, respiratory illness andGastroenteritis, etc.

    c. Protozoa: These single celled animals behave as parasites in ahost organism can cause Amoebic Dysentery, AmoebicHepatitis, Cryptosporidiosis and Giardiasis, etc.

    d. Intestinal Parasite (Helminthes): Several helminthic parasitesthat can be found in sewage are a potential hazard to publichealth. The most important of these are hookworms, pinworms,intestinal roundworm, threadworm, and the whipworm.

    A comprehensive strategy for providing safe non-infective water would,therefore, involve a two-step approach:

    a. Reducing the pathogen concentration in treated domesticsewage, before it enters the water bodies that are later to serveas drinking water sources.

    b. Inclusion of Disinfection as the final step in the treatment of

    water before distribution to the public for domestic use.

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    has been receiving considerable attention in the recent years. Many householdunits now incorporate a UV lamp as an essential means for killing bacteria.

    Pure water absorbs UV light to a significant level. This absorbanceincreases further in the presence of a number of commonly dissolvedcontaminants. The cross section of flow and the flow speed has, therefore, to beappropriately controlled for contact time optimisation in order to provide effectivedisinfection. Because of these limitations, UV disinfection systems generally findapplications in small, household units only.

    17.3.3. PHOTOCHEMICAL DISINFECTION

    Following upon the use of n-Type semiconductor particles like TiO 2 forthe oxidation of organic compounds experimental work has shown, in the recentdecades, that in presence of sunlight, or artificial UV radiation, a number ofbacterial species are killed very efficiently. For the practical application of such a

    disinfection system, semiconductor particles are immobilized in polymermembranes reactor and the water is allowed to flow over the membrane whilebeing irradiated by a UV lamp. Systems for large-scale commercial applicationsbased on this principle have yet to be developed.

    17.4. CHEMICAL DISINFECTION

    17.4.1. OZONATION

    Ozone (O 3) is an allotrope of oxygen that has a pungent smell and is avery strong oxidizing agent. It is soluble in water and, due to its oxidising effect,burns the pathogens present in water. Ozone is generated by allowing air topass through a 1-3 mm thick electric field whereby the oxygen molecules areconverted to O

    o free radicals. These radicals immediately react with the oxygenmolecules converting these to form ozone. Although the method, like UVdisinfection, is energy intensive, easy availability of the raw material like air andoxygen (delivered on site-generated), makes it one of the most attractivealternatives to chlorine (discussed below). The method is thus very commonlyemployed at water treatment plants all over the world.

    17.4.2. CHLORINATION

    Of the chemical methods of water disinfection, adding chlorine is one ofthe most important ones. Before proceeding further we have, therefore, to studythe chemistry of this compound in detail. Chlorine (Cl 2) in the gaseous orliquefied form is very soluble in water. One reason of this high solubility is the factthat on coming in contact with water it immediately looses its identity and is

    converted to the strong acid (HCl) and a comparatively weak but soluble acid(HOCl). The latter, has a pK a value of 7.5. A predominance region diagram forCl2 is shown below:

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    17.4.3. CHLORINE DISINFECTION: OPTIMUM pH

    From the above diagram, some very useful information can be derived.For one, it is seen that at neutral pH values almost all of the original Cl 2 has beenconverted to other chemical species. The active disinfectant must, therefore, beeither HOCl itself or its anion OCl -. These chlorine species are such strongoxidisers, pe >> pe (oxygen) , that water is effectively oxidised releasing oxygen.

    In absence of sunlight (which catalyses the process), this step proceedsslowly but is the major pathway for the degradation of chlorine in water, with time.

    The concentration versus pH diagram below also confirms the presence

    of HOCl and OCl-

    only at neutral pH values. Although both these species aregood disinfectants, the non-ionised HOCl is around one hundred times moreeffective. Efforts are, therefore, made that, during disinfection, and transportationto the consumer, a neutral or slightly acidic pH is maintained in the water.

    1 2 3 4 5 6 7 8 9 10 11 12

    28

    27

    26

    27

    25

    24

    23

    22

    20

    21

    Cl2

    Cl -

    OCl -

    HOCl

    p e

    pH

    Oxygen

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    96

    17.4.4. RESIDUAL CHLORINE

    Chlorine and hypochlorous acid react with a wide variety of substances

    including ammonia. To form monochloramines, diclhoramines, and trichloraminesdepending upon the reactant concentration and pH:

    NH3 + HOCl NH 2Cl + H 2O

    NH2Cl + HOCl NHCl 2 + H 2O

    NHCl 2 + HOCl NCl 3 + H 2O

    These amines have a significant disinfecting ability and are, therefore,very important from an Environmental engineering point of view. Whereas freechlorine (Cl 2, HOCl or OCl

    -), because of its strong oxidising power, dissipatesvery quickly in water, the combined chlorine, called the residual chlorine, in theform of the chloramines serves a useful purpose as these compounds are fairlystable and may provide a disinfection coverage throughout the water distribution

    system. Thus, one of the final steps in water treatment is the addition ofammonia.

    17.4.5. CHLORINATION DRAWBACKS

    Discussion about chlorine disinfection remains incomplete withoutmentioning the negative aspects of chlorination. In the presence of phenols inwater, chlorophenols are produced which impart taste and odour to the water.Similarly, chlorine reacts with trace organic molecules, present in water, to formtrihalomethanes (THMs) of which chloroform is one example. These compoundsare considered as human carcinogens, and now a days the use of chlorine as adisinfectant is being discouraged in many parts of the world. The benefits fromchlorine, particularly for the developing countries, where the chances of watercontamination are very high, however, outweigh the risks and it is still therecommended method.

    2 643 5 7 81

    HOCl

    Cl2

    OCl -

    C

    Co

    pH9 131110 12 14

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    97

    CHAPTER-18

    SOIL POLLUTION AND DECONTAMINATION

    18.1. THE ORIGIN AND CHARACTERISTICS OF SOIL

    Soil is the product of weathering process of rocks and contains air spaces, andhas a loose structure. The solid fraction is typically around 5% organic and 95%inorganic. Soils like peat may, however, have 9% organic component.

    18.1.1. SOIL HORIZONS

    Typical soils exhibit distinctive layers with increasing depth. These layers

    are called A, B, C Horizons. Horizon A is the top soil which contains most of theorganic matter and where all biological activity takes place.

    Horizon B is the sub-soil receiving the leached material with rainwater,form the top soil.

    Horizon C is the weathered parent rock and is called the transition stateof the soil formation. The rock from which soils are formed is very important asthe properties of the soil are inherited from the bedrock.

    18.1.2. SIZE FRACTIONS OF SOIL

    The size fractions of soil are classified as:

    Gravel (2 60 mm)

    Sands (0.06 2 mm) Silts (0.002 0.06 mm)

    Clays (less than 0.002 mm)

    18.1.3. WATER IN THE SOIL

    Water in the soil is required for plant material as it is the basic transportsystem taking nutrients from the soil into plant roots and to the leaf from wherewater transpires to the atmosphere.

    Due to small pores and capillaries, water is bound in the soil. Water isalso adsorbed on the surface of the clay particles. Generally, a soil is one-thirdair and two- third water. In a waterlogged soil, with the exception of rice, most

    plants cannot grow.The aqueous portion of the soil containing dissolved matter in the form of

    salts from the products of chemical and biochemical reactions is the soil solution.The productivity and other properties of a soil can thus be studied by extractingthe solution. As it is bound up in pores and capillaries, the extraction of solution is

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    98

    not easy and methods may include Centrifugation, Suction, Replacing water withimmiscible fluid and Freezing.

    18.1.4. CHEMICALS IN THE SOIL

    The soil or the water in it may contain a number of important of inorganicand organic contaminants. These include plant nutrients such as nitrate andphosphate, heavy metals, organic chemicals, inorganic acids, and radionuclides.The sources of these contaminants are fertilizers, pesticides, acidic deposition,agricultural and industrial waste material, and radioactive fallout.

    Our atmosphere is 21% O 2 and 0.03 % CO 2. Because of the bacterialactivity the soil may, however, be lower in O 2 (below 15%) and high in CO 2 (5%).

    18.2. HUMUS

    Of the organics, Soil HUMUS is the most significant component. Decompositionof organics proceeds through the breakdown of layers of polymeric substances to smallerchains containing acidic groups. This portion of the soil, soluble in alkaline solution iscalled HUMUS. A part of Humus, is also soluble in acidic solutions and is called FULVICacid. Most of the C is converted to CO 2 which seeps out of the soil, to the surface, andevaporates. HUMUS thus becomes richer in nitrogen and the N:C ratio becomes 1:10 ascompared to 1:100 in the original plant material and thus serves as a good nitrogenfertilizer.

    Humus is very important for the soil as it:

    Stabilizes the soil particles

    Increases the water holding capacity of the soil

    Because of the acid-base behaviour serves as a buffer

    Bind, through chelating, heavy metal ions

    Traps organic pollutants which are hydrophobic

    18.3. MACRONUTRIENTS IN THE SOIL

    Macronutrients required by plants substantial amounts include C, H, O, N, P, S,K, Mg and Ca. Soils are generally deficient in N, P, K that need to be supplied throughthe application of artificial fertilizers. For this reason for a soil or compost NPK value isdetermined.

    N is carried from dead plants and animals as NH 4+ oxidised to NO 3

    -. Plants mayabsorb excess NO 3

    - from the soil which may be transferred, through the food chain, tohumans. In addition, when crops are stored in silos nitrate may be reduced to NO 2, whichis toxic. Nitrate pollution, due to fertilizers etc., is thus becoming an Environmentalproblem.

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    18.4. SOIL POLLUTION

    Pollution of the soil is dependent, to a large degree, on the quality of waterpercolating through the soil. Agricultural runoffs invariably contain Phosphorus andNitrogen. Phosphorus, in general, is tightly bound to the topsoil, whereas the nitrate-N isleached, particularly through sandy soils, and may contaminate the ground water.

    The increased use of pesticides has resulted in traces, and higher concentration,of these chemicals being frequently found in water samples from many sources. Soilswith intensive agricultural activity are, therefore, very likely to act as a repository of thesecompounds which are then available to contaminate the irrigation water that reaches theunderground reservoirs by seeping through the soil.

    Trace elements, including As, Cd, Cr, Co, Pb, Hg, etc., are importantcontaminants of the soil. The sources of trace elements are soil parent material (rocks),commercial fertilizers, liming material, biosolids, irrigation water, coal combustion

    residues, metal-smelting industries, vehicular emissions, etc.The above were mostly non-point sources of soil pollution; amongst the point

    sources is essentially the hazardous wastes including mining waste, acid mine drainage;wastes from metal smelting and refining industries; pulp and paper industry waste;petroleum refining wastes; wastes from paint and allied industries; pesticide storagesites; and municipal solid waste sites.

    18.5. REMEDIATION OF THE CONTAMINATED SOIL

    A number of techniques to decontaminate polluted soils have been looked at.These include:

    In Situ Methods

    Volatilization Biodegradation

    Phytoremediation

    Leaching

    Vitrification

    Isolation/Containment

    Passive Remediation

    Ex Situ Methods

    Land Treatment

    Thermal Treatment

    Asphalt Incorporation Solidification/ Stabilization

    Chemical Extraction

    Excavation

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    101

    CHAPTER-19

    ENVIRONMENTALLY SIGNIFICANT ORGANICCOMPOUNDS

    19.1. PESTICIDES

    Pesticides are defined as materials that are used to prevent damage toagricultural items during the stages of sowing, growth, harvesting and storage.Compounds used to control algal and fungal growth and termite attack on wood, are alsoincluded in this class.

    Although some inorganic salts have been occasionally used as pesticides,present day compounds are invariably organic in nature. Pesticides can thus be dividedinto a number of classes the more important ones being:

    Algaecides: Control the growth of algal blooms in swimming pools andreflecting ponds

    Fungicides: Prohibit fungal growthHerbicides: Help in getting rid of the weeds and other undesirable plantsInsecticides: Control household insects like ants and cockroaches etc.Rodenticides: Kill rodents burrowing the ground or feeding on stored grainTermiticides: Prevent termite attack on wood structures

    19.2. ENVIRONMENTAL SIGNIFICANCE OF PESTICIDESThe classical methods of pesticide control involved repelling or killing the

    attackers. Recent advances in this field, however, focus on pest attractants for trappingand disrupting the mating process aimed at reducing the population growth; alternatelymating with sterile females of a species also achieves the same objective. In spite ofsuch developments, the use of chemical pesticides, which are highly poisonoussubstances, is prevalent throughout the world. Through bioaccumulation of the parentcompound, or its metabolites, pesticides are likely to cause short and long-term damageto animals and human beings. Their presence in the Environmental systems, therefore, isof serious concern to an Environmental Engineer.

    19.3. PHOSPHORUS BASED PESTICIDES

    The use of organophosphate compounds as pesticides was an offshoot ofresearch on nerve gas research in Germany during the Second World War. The Germanscientist Gerhard Schrader, in 1941, discovered that the compound octamethylpyro-phosphoric tetra amide had insecticidal properties.

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    ir

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    one of thep, usuallya longer,is similar

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    tp

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    9.6. TRIA

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    ntaining thiidely used hollutant in are difficult to

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    104

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    1

    bDee

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    9.7. PHE

    In coenzene ring

    is used to kifective in clamples of s

    Thesenvironmentalncern than t

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    OXY HE

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    henoxyacetic

    Triaz

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    l bushes als are Silvex,

    were introducts conta themselves.

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    noxy) aceticD)

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    orld War.of greater

    cid

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    1

    eoh

    (2,4,5-tic

    9.8. BEN

    The cnvironmentallriginal mole

    drogen ato

    19.8.1

    fungici

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    ENE BAS

    ompound bely significantule itself. Ts are replac

    . HEXA CH

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    ED POLL

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    ORO BENZ

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    TANTS

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    and as alimits.

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    19.8.2

    hydroreplacthe 10othernumbThesespecifi

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    itors have siration of murous by-prod

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    class of maattached toine atoms.itions which

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    ucts.

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    humans anduman fetus

    of humans

    107

    IPHENYLS

    n-made orgthe phenylhlorine atoare number CBs can be

    ms, but at dihowever, ar s located at

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    108

    19.8.3. POLY AROMATIC HYDROCARBONS (PAHS)

    Benzene compounds, because of their typical aroma are calledaromatic compounds. Organic compounds, such as those shown here,containing more than one benzene rings. BaP is a category A carcinogen knownto cause lung and kidney cancer.

    19.9. Dioxins and FuransThe term dioxins commonly refers to polychlorinated dibenzo-dioxins (PCDDs)

    and polychlorinated dibenzo-furans (PCDFs) since these are a group of compounds withsimilar chemical structures. Chlorinated chemicals with comparable structural andbiochemical properties, such as certain biphenyls (PCBs) are called dioxin-likecompounds and can act similarly in terms of dioxin like toxicity. Dioxins have no use assuch and are formed as by products during the industrial processes or during incompletecombustion in incinerators, or open garbage burning. Cigarette smoke and vehicle andindustrial exhausts may also contain dioxins.

    As discussed above, the compounds 2,4 D and 2,4,5 T are very good defoliantsie. act on the trees and shrubs to force them to shed their leaves. Transported in orangedrums, 2,4,5 T was extensively used by the US forces in Vietnam to clear the jungles to

    make it difficult for the enemy soldiers to hide. While the compound (called AGENTORANGE bacuase of the packing) itself may also have harmed the people handling it, itis one of the by-products, 2,3,6,7 Tetrachloro Dibenzo -p-Dioxin (TCDD), that could beformed during production of 2,4 D or 2,4,5 T, and appears as a contaminant, may be aserious problem.

    Poly Aromatic Hydrocarbons (PAHs)

    Benzene Naphthalene

    Pyrene Benzo [a] Pyrene

    a

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    109

    The dioxin TCDD is one of the most lethal substances known to man. Furans arealso a group of compounds that are produced unintentionally along with the dioxins and

    the PCBs. Around 135 Furans, with varying toxicity, have been detected persisting in theenvIronment for long periods of time. Many of these compounds are highly carcinogenic.The major source of exposure of man to furans is through the meat and milk of theanimals that have themselves absorbed or ingested the compounds.

    19.10. ENDOCRINE DISRUPTORS (EDS)

    The endocrine system is a complex system consisting of glands in the body thatproduces hormones. Examples are the thyroid gland in the throat, the pituitary gland inthe brain, the adrenals, pancreas and ovaries in the abdomen, and the testicles, which lieoutside the abdomen.

    Hormones act as chemical messengers, controlling many basic functions, suchas growth, development, reproduction, how food is utilised in the body, blood pressure,blood glucose levels and fluid balance. Examples of hormones are insulin from thepancreas, which controls blood glucose, and the sex hormones, oestrogen from the ovaryand testosterone from the testicles, which affect reproductive function.

    An endocrine disruptor (ED) is, therefore, defined as a foreign substance ormixture that alters the function(s) of the endocrine system, consequently harming anindividual life form, its offspring, or populations. Many of the chemicals discussed above,particularly the chlorinated ones, act as endocrine disruptors (EDs).

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    1

    dt

    (

    2,3,6,7 Tet

    9.11. PER

    In geegradation bus travel thr ith the receood behavioOPs) have

    1

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    ISTENT

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    . Furans

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    111

    CHAPTER-20

    Biochemistry

    20.1. INTRODUCTION

    Biochemistry is the study of the chemical processes in living organisms. Majorclasses of chemicals studied under this subject are proteins, carbohydrates, lipids andnucleic acids. Although there are a vast number of molecules under these classes, theytend to be composed of the same repeating subunits (called monomers ), in differentorder with each class of biomolecules, having different set of subunits.

    20.2. CARBOHYDRATES

    Carbohydrates are chemical compounds that serve the important function ofstorage and transport of energy in most organisms, including plants and animals. Theycontain carbon hydrogen and oxygen, only, in the ratio 1:2:1. Since the hydrogen-oxygenratio in water is 2:1, from a molecular point of view, these may be said to be composed ofcarbon and water molecules. This forms the basis of their nomenclature, and theirgeneral chemical formula as Cn(H2O) n, the smallest value for "n" being 3.

    The general term sugars is used to describe ALL carbohydrate molecular units.The word sugar has its roots in Arabic from the word sukkar , which became sukere inFrench to sugre in classical English and sugar as known today. Again, originating fromthe same roots, the Greek word for sugar, saccharide , is also commonly used in

    biochemistry to describe these compounds. The carbohydrate units which may consist ofsingle molecules are thus called monosaccharides, whereas, chemically bonded, twomolecule units are called disaccharides. Similarly, polymers of up to ten units are calledpolysaccharides and higher polymers are known as oligosaccharides.

    20.2.1. MONOSACCHARIDES

    Depending upon the number of carbon atoms in a molecule, the sugarsare called trioses (3), tetroses (4), pentoses (5), hexoses (6), heptoses (7), andso on. The simplest sugars are of course the trioses, under which class fall thecompounds dihydroxyacetone and glyceraldehyde.

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    h

    Exam

    For th

    exoses inclu

    Dihydro

    ples for tetro

    Th

    e pentoses, r e compound

    Ribo

    yacetone

    ses include

    eose

    ibose, arabins such as glu

    e

    112

    hreose and

    ose and xylocose, galact

    Arabinos

    Glyceraldeh

    erythrose:

    Erythrose

    se are threese and fruct

    X

    de

    representativse.

    lose

    es and the

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    20.2.2

    disacc(H) frodisacctwo gl

    Glucos

    Glucos

    Glucos

    Gluco

    . DISACCH

    When twoharide is formm one molecharides are scoses). The f

    se

    RIDES

    monosacchad. Such bindle and a hydcrose, (canermula of thes

    Fructos

    Galactos

    Glucose

    113

    Galactos

    ride units biing takes placroxyl group (sugar), lacto

    e disaccharid

    e

    Fr

    nd togethere through theH) from thee (milk sugas is C 12H22O1

    ctose

    by a covaleloss of a hydother. Commr) and maltos1:

    Sucrose

    Lactose

    Maltose

    t bond aogen atomnly known(made of

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    114

    20.2.3. OLIGOSACCHARIDES AND POLYSACCHARIDES

    We have seen that two monosaccharide units join together to form adisaccharide. Similarly if more than two nits fuse together, through glycosdicbonds, longer chains of molecules may result. Units containing between threeand nine units are called Oligosaccahride while those containing more than tenmonosaccharide units are known as Polysaccharides.

    Polysaccharides represent an important class of biological polymers.Examples include starch, cellulose and glycogen.

    20.3. PROTEINS

    Proteins are large organic compounds that are essential components of all livingorganisms. The name protein comes from the Greek ("prota"), meaning " of primaryimportance ".

    Many proteins are enzymes that catalyze biochemical reactions within the cell.These are made of large number of amino acids, selected from a range of 20 "standard"acids, arranged in a linear chain. Nature has endowed most of the plants andmicroorganisms with the ability to synthesis all of the twenty amino acids. Animals, on theother hand, can synthesis only a faction of these and have to obtain the remaining fromtheir diet. Such external amino acids are known as essential amino acids. The list ofessential amino acids differs from animal to animal and may vary with age.

    As discussed above, proteins are linear polymers built from 20 different aminoacids. All amino acids share common structural features that an amino group and acarboxyl group are attached to the same carbon atom, called the alpha carbon. Thesimplest amino acid is the one where hydrogen atoms satisfy the other two carbonbonds, (HOOC(H) 2NH2) and is called glycine. Other amino acids have a variable side

    chain R attached to the alpha carbon.It is the three dimensional structure of a protein that allows it to perform the

    specific function which it is assigned to do. The amino acid within a protein molecule istermed as a residue and one amino acid is linked to the other through the peptide bond.The chain so formed, through the involvement of the carbon, nitrogen and oxygenatoms,serves as the backbone of the protein molecule.

    20.3.1. PROTEIN SYNTHESIS

    Proteins are assembled from amino acids using information encoded ingenes (see Section 20.5.2.). Each protein has its own unique amino acidsequence that is specified by the nucleotide sequence of the gene that encodesit.

    The size of a protein can be estimated either by the number of aminoacids it contains, or its molecular mass. Conventionally, the protein mass isreported in kilodaltons (kDa) with one Dalton being equivalent to a unit atomicmass. Yeast is a typical small protein containing 466 amino acids having a massof 53 kDa. Proteins, such as titins, contain upto 27,000 amino acids and have a

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    1

    2

    3

    4

    5

    6

    7

    molec

    20.3.2

    to thaPrima

    Pr isth

    Smthflep

    Tishapr di

    Amino Aci

    . Alanine (Al

    . Arginine (A

    . Asparagine(Asn)

    . Aspartic A(Asp)

    . Cysteine (

    . Glutamic A(Glu)

    . Glutamine(Gln)

    ular mass of

    . PROTEINMost prote

    t protein. Pr ily structure i

    imary Structcalled the priree-letter codcondary Str

    olecule, is cae alpha helixibility of articular functirtiary Structulong and nar lical (primar d may formotein molecuulfide bonds

    S

    a)

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    id

    ys)

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    round 3,000

    TRUCTURins, when folotein structus simply the

    re: The ordemary structues for the acture: The a

    lled the seco and pleatopting manon that the pre: The over

    row, or comp structure) p compact te

    le is govern etc.

    tructure

    115

    kDa.

    ded, form ares are gensequence of

    r or sequence. The primaino acids.rrangement,ndary structud sheet. T shapes w

    rotein has toall shape ofact and globrotein mayrtiary structud, through

    Ami

    11. Leu

    12. Lysi

    13. Met

    14. Phe

    (Ph

    15. Proli

    16. Seri

    17. Thre

    three dimenrally classifi

    amino acids i

    e of amino ary structure i

    in space, ofre. The moste large proich is actu

    perform.single protelar is calledend over itse. The interlialt bridges,

    no Acid

    ine (Leu)

    e (Lys)

    ionine (Met)

    ylalanine)

    ne (Pro)

    e(Ser)

    onine (Thr)

    ional structued into fourn the protein

    ids in the pr s indicated b

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    tein chainusing the

    he proteinmples are

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    hether itucture. Aof times

    he samends, and

    ure

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    8

    9

    1

    2

    c

    c

    bi

    btaitt

    otelcn

    2

    cl

    . Glycine (Gl

    . Histidine (

    0. Isoleucine(Ile)

    Qmfu

    few mas emembthroug

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    ucture: It is t protein molndependent

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    mbrane.

    e of proteinss increasin are biologi

    n only. Withm would not

    hich an enz of many huth a substratspecific locathe enzyme

    enzymes) stnditions sunic strengthone or mor ure which, ection proper

    re termed as

    nucleic acidortant molec

    116

    18. Tryp

    (Trp

    19. Tyro

    20. Vali

    e shape thaecules intontity.

    ertiary struc

    eins are solu are impobarrier, allo

    in the cell i their ratescal catalystsut enzymes

    proceed at

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    ydrates, lipiolecules. Th

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    on as enzyh as sevenenzyme bei reactions i

    red for the s

    substrate. Aonly a smallnal protein s the substratalled the ac

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    nvolved inrvival of a

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    dependentl are thetion of thea physicalstate, mayich are no

    the majorgroup of

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    bater insolublenzene. Lipi

    olecular stru F P W St

    20.5.1

    thiscarbolong

    commnumbadipo

    20.5.2

    glycer placethe ph

    20.5.3

    estersglycer crawls

    20.5.4

    struct

    substancess found in h

    cture:tsospholipids

    axeseroids

    . FATS

    Glycol is aolecule byylic acids ar hain carbox

    only have ared), whiche tissue, are

    . PHOSPHO

    Phospholipol. They diff in the glycer ospholipids t

    . WAXES

    Waxes arebut unlike th

    ol. Wax in h) into the ear

    . STEROID

    Steroids ar re of the typ

    that can beman body c

    trihydorxy alrelease of

    called trigllic acids ar

    chain of 4may be satua major form

    LIPIDS

    ids and fatsr, however,l molecule bo non-polar

    another clasese other lipiuman ear a.

    e a class of:

    Skeleton S

    117

    extracted froan be divide

    cohol. Longwater moleccerides com also know

    to 28 carbrated or uns of energy st

    are similaras the formeeing occupieends.

    s of lipids. Lids, they involts as a stic

    ompounds t

    tructure of a

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    ns (usuallyaturated. Trirage in ani

    in structure,r contain ond by a phos

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    and even, stored in

    esters ofcids, thirdThis gives

    waxes areinstead ofblows (or

    arbon ring

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    2

    ct

    sex h

    startinit is eformaBlock

    0.6. NUC A spe

    nvey genetie nucleolus

    20.6.1

    deoxynitrogand atheirdeoxyare dif while

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    EIC ACIDcial class oc informationf a biologica

    . CHEMICA

    The most

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    chain with tribose. Likeferent: adenihymine is po

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    STRUCTU

    common n

    cid (DNA).cyclic base,roup. Nucleihe RNA coise, the nitroe, cytosine,

    ssible only in

    118

    groups: chogesterone a

    own steroid in of vitamin-ss of theterial wallsg blood to th

    olesterol

    ular-weightf their char lled nucleic

    E

    leic acids

    ach monoither a purinc acid typesntaining ribgenous basand guanineDNA and ur

    Cytosine

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    aterial, howleading to ce heart often

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    are ribonuc

    er of a nucle or a pyrimdiffer in these and thes possible iare possiblecil is possibl

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    l. Cholesteroall organismver, can re

    logging andresults in he

    macromolecenerally resi

    leic acid (

    leic acid coidine; a pentspecific sug DNA cont the two nuin both RNA

    e only in RN

    Guanine

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    sists of ase sugar,r found inining theleic acidsand DNA,.

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    119

    Thymine Uracil

    To form the DNA and RNA polymers, the nucleotides are hookedtogether. Nucleic acids may be single-stranded or double-stranded. A double-stranded nucleic acid consists of two single-stranded nucleic acids hydrogen-bonded together. RNA is usually single-stranded, but DNA is usually double-stranded.

    The key to DNAs functioning is its double-helix structure withcomplementary bases (cytosine and guanine and thymine and adenine pairingtogether through hydrogen bonding) on the two strands. During cell division thetwo strands unwind and new complementary strands are constructed on theunzipped strands. As a result, two double-helix DNA structures that are identicalto the original one appear. This replication makes possible the transmission ofgenetic information when cells divide.

    20.6.2. PROTEIN SYNTHESIS

    Besides replication, the other major function of DNA is protein synthesis. A given segment of the DNA, called a gene, contains the code for a specificprotein. This code for the primary structure of the protein (the sequence of amino

    acids) can be transmitted to the construction site in the cell. DNA stores thegenetic information and RNA molecules are responsible for transmitting thisinformation to ribosomes where the protein synthesis takes place. The processinvolves two types of RNA, the messenger RNA (mRNA) and the transfer RNA(tRNA).

    The genetic code is a set of three-nucleotide sets called codons in aDNA molecule that specify particular amino acids to be added to a new proteinchain. Because DNA contains four nucleotides, the total number of possiblecodons is 64 (4 x 4 x 4); hence, there is some redundancy in the genetic codeand some amino acids are specified by more than one codon.

    Nucleic acids are primarily biology's means of storing and transmittinggenetic information. It is obvious that any damage to the DNA would result in

    deformities in the offspring.

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    120

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    121

    CHAPTER-21

    RADIOACTIVITY

    21.1. THE PHENOMENON OF RADIOACTIVITY

    Radioactivity describes a process whereby atoms of a particular element areconverted to atoms of an element with a lower atomic number. Hence, the process is alsoknown as radioactive disintegration.

    21.2. TYPE OF RADIOACTIVE EMISSIONS

    A radioactive process results in three types of radiation. The characteristics ofthese and their hazards are listed below:

    21.2.1. ALPHA RADIATION

    An atom gets its definite character from the number of protons containedin its nucleus called Atomic Number. To lower the atomic number in theradioactivity process protons must, therefore, be eliminated. In radioactivityprotons are ejected as a package in the form a helium nuclei which contains twoprotons and two neutrons. Known as an alpha particle, this packet of particleshas a mass of 4 a.m.u and a charge of +2.

    Alpha particles travel with a single velocity characteristic of the element

    emitting them. This velocity ranges from 1.5 x 107

    m-s-1

    to 2 x 107

    m-s-1

    which isless than one-tenth the speed of electromagnetic radiation (3 x 10 8 m-s -1). As theparticle is large and travels sluggishly, it can be stopped by collision with nitrogenand oxygen molecules in the air. At room temperature, an alpha particle maytravel to a maximum of 10 cm in air. A thin sheet of paper is fairly dense, ascompared to air, and effectively stops these alpha particles.

    Since the alpha particles have a large mass, and although their speed isone- tenth the speed of light, they do have a very large momentum. This allowsthem to knock of electrons from the atoms that they might hit (air, paper orbiological material).

    21.2.2. BETA RADIATION

    Now, during radioactive disintegration, within the nucleus of an atom aneutron may be converted to a proton. Since the neutron has no charge, thisimplies that a negative charged particle must be released. The obvious choice ofthe particle is the electron and when released from an atomic nucleus, becauseof radioactive disintegration, the resulting radiation, in contrast to radiation iscalled beta radiation.

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    122

    This type of radiation is emitted as a spectrum of velocity ranging fromone third to near the speed of electromagnetic radiation. The spectrum, however,

    is characteristic of the radioactive element.Because of their small size and high velocity, these rays travel in air up

    to many meters as compared to only 10 cm for alpha particles. These cannot bestopped by a sheet, or even a ream of paper but, on the other hand are stoppedby 1 cm thick sheet of even a lighter element like aluminum. For denser metals,this thickness can be fairly reduced. Although their penetration is high, beta rays,because of their small momentum are not very highly ionizing.

    21.2.3. GAMMA RADIATION

    Because of the forces existing in a nucleus binding the protons andneutrons together, whenever a nucleus disintegrates a large amount of energy isreleased. This energy is in the form of electromagnetic radiation over a wide

    range of wavelength. The radiation of very small wavelength, and hence veryhigh energy, is termed as radiation, is highly penetrating and very damaging.To stop the gamma radiation, very thick blocks of a very dense metal like leadare required.

    21.3. RADIATION EFFECTS Alpha particles represent a very small hazard to man since these have difficulty

    in penetrating the skin. If, however, such a radioactive substance is ingested, the release particles within the body would start ionizing the tissue of the internal organs resultingin considerable damage.

    particles on the other hand are very penetrating and are harmful bothexternally and internally.

    radiation obviously is the most dangerous and must be avoided at all costs.

    Radiation damages to humans are of two types: Somatic effects include illnesseslike fatigue, skin rash, anemia, loss of hair, damage to the eyesight and development ofcancer in different parts of the body. There can also be long-term damage in terms ofgenetic modification due to mutations in DNA in the reproductive cells. The ensuingdefects are thus transferable to the fetus and the deformed children are born.

    21.4. UNITS OF RADIOACTIVITY

    Ever since its discovery, about a hundred years ago, different units forquantifying radioactivity have been developed. These are discussed below in detail.

    21.4.1. COUNTS PER MINUTE, cpm

    The most obvious unit of radioactivity would be disintegrations per unittime. Counts per Minute ( cpm ) was thus one of the early units.

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    123

    21.4.2. THE CURIE, Ci

    Just like many other things, however, the units of radioactivity haveevolved, historically, through many phases. Thus, honouring Pierre and Marie Currie who had discovered the first radioactive element, the number ofdisintegrations by one gram of pure radium in one second was taken as astandard. The name given to the unit was a Curie abbreviated as Ci . Thecurrently accepted value for a Curie is 3.7x10 10 disintegrations per second.

    Now, a curie is a very large unit and smaller units are frequently used,such as millicurie (1x10 -3 Ci; mCi), microcurie (1x10 -6 Ci; Ci), nanocurie (1x10 -9 Ci; nCi), picocurie (1x10 -12 Ci; pCi), femtocurie (1x10 -15 Ci; fCi) and attocurie(1x10 -18 Ci; aCi) are used, as appropriate.

    21.4.3. THE BECQUEREL Bq

    Going back to the counts per unit time, it became apparent thatdisintegrations per second could also be taken as unit. Again, in order to honouranother important scientist who had done pioneering work in the field ofradioactivity, this unit is called a Becquerel ( Bq ). Obviously 1 Ci equals 3.7 x 10 10 Bq! In the International System of Units (SI) the curie has been replaced by thebecquerel (Bq), where 1 becquerel equals= 2.703x10 -11 Ci.

    21.5. RADIATION DOSAGE

    Due to the hazardous nature of the radioactive radiation, it was soon realized thatmore appropriate units, indicating the interaction of such radiation with the irradiatedsubstance would have to be taken into account to truly estimate the damage that may becaused. Thus, the magnitude of radiation exposures is specified in terms of the radiationdose and there are two important categories of dose: The absorbed dose and thebiological dose.

    21.5.1. THE ABSORBED DOSE: THE GRAY

    The absorbed dose , or the physical dose , is defined by the amount ofenergy deposited in a unit mass in human tissue or other media. The original unitis the Radiation Absorbed Dose ( RAD ), one unit of which represents theabsorption of energy of 100 erg/g. The SI unit, for the same purpose is the 1 J/kgand is called a gray (Gy ). Obviously 1 gray = 100 rad.

    21.5.2. THE ROENTGEN

    With the development in the X-ray technology, because of the ionizing

    behaviour of these and the -rays, a separate unit had been developed for theionising electromagnetic radiation. This unit was defined as the amount ofradiation required to liberate positive and negative charges of one electrostaticunit (esu) of charge in 1 cm of air at standard temperature and pressure (STP).The unit called a roentgen (R) is named after the German physicist WilhelmRoentgen, the discoverer of X-rays.

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    124

    Since one esu is defined as 3.34 x 10 -10 C, and the density of dry air, at STP, is1.29 x 10 kg/m 3, 1 R = 2.5810 4 C/kg, which is the accepted SI unit for measuring the

    intensity of the ionizing radiation.21.5.3. rem and sievert

    In order to assess the effect of radiation, specifically on man, a new unit calledthe Roentgen Equivalent for Man ( rem ) is defined as the exposure of an average adulthuman being to one R of rays. The rem is no longer accepted for use with theInternational System , which uses sievert (Sv ) where one sievert is equivalent to100 rem.

    21.6. BIOLOGICAL DOSE OF RADIATION

    We can now talk about the biological dose or dose equivalent, which reflects thefact that one type of ionizing radiation may not be as harmful as another type althoughboth may have the same intensity. For example, for a given absorbed dose, alpha

    particles, because of their larger momentum, are more damaging than the beta particles,gamma rays, x rays. It is for this reason that radiation dose is expressed as equivalentdose which is the multiplied by a Weighting Factor (WR) which for beta particles(electrons), x-rays and gamma rays is taken to be 1 for, whereas for alpha particles thevalue of WR is 2. Before 1990, this weighting factor was referred to as Quality Factor(QF). Since WR or QF is dimensionless, the unit for equivalent dose is still sievert ( Sv ).

    21.7. THE CONCEPT OF HALF LIFE

    Radioactive disintegration is a classic example of a process following the firstorder kinetics as the disintegration rate at any particular time is always directlyproportional to the number of atoms of the radioactive species present in a mass ofmaterial at that time. Assuming the number of atoms at timet to be N and the

    proportionality constant (the rate constant) as , we have the equation:

    By applying the boundary condition that at the start of the process monitoring, the

    numerical value of N is No, integration of the above equation yields:

    The slope of the plot of 1n(N/N o) vs t gives us the value of which is highly

    characteristic of the radioactive substance. In fact determination of the constant can leadto the identity of the radiating material.

    In the exponential form the radioactivity equation can be written as:

    Plot of this equation for the three materials with values of 1, 2 and 3,

    respectively is shown below:

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    125

    It is clear that with larger the curve falls more sharply and the radioactivematerial depletes more quickly. In all the three cases, however, we can never say when

    has ALL the material been totally consumed and the process would stop. In other words,we cannot talk about the life of a lump of radioactive element. We do note, however, thatthe same fraction of N/N o (0.1, 0.2, 0.3, 0.7, 0.9. etc.) is reached earlier by the fasterdepleting (larger ) and latter by the slower depleting (smaller ) materials.

    Thus, we can, in sense talk about the life-time of the radioactive substances by interms of what fraction of the original material has been consumed (or is remaining).

    Although any arbitrary fraction could be chosen, as a compromise the fraction 0.5 (or )is used in radioactivity (and other first order kinetic processes). We say that half-life of aradioactive element is the time when the amount of material is half of what we startedwith. In the above example the half life periods of the three materials are clearly 0.23,

    0.345 and 0.69.If we use the condition that at the half life the amount N is N o/2, we have the

    relationship:

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    This gives us the relationship:

    . Having correlated the disintegration constant and the half life the equation N =

    Noe-t can now also be written as:

    . / In half-life we now have a very convenient scale, in terms of time, of comparing

    the rate at which different radioactive elements disintegrate. One of the biggest problemsfaced by human kind in the peaceful use of nuclear energy is that the waste materialconsists of elements which have half lives of many thousands of years. Effective disposalof this waste, so that our future generations are not harmed, is, therefore, a greatchallenge for Environmental engineers.