Open access peer-reviewed chapter

Micropollutants in Wastewater: Fate and Removal Processes

By Sreejon Das, Nillohit Mitra Ray, Jing Wan, Adnan Khan, Tulip Chakraborty and Madhumita B. Ray

Submitted: April 11th 2016Reviewed: September 6th 2016Published: May 3rd 2017

DOI: 10.5772/65644

Downloaded: 1228


The occurrence of micropollutants (MPs) in various streams of municipal wastewater treatment plants (WWTPs), and their fate and removal processes are discussed. The fate of MPs in WWTPs largely depends on adsorption on suspended particulates, primary and secondary sludge and dissolved organic carbon, and removal occurs due to coagulation-flocculation, and biodegradation. The log Kow (>2.5) and pKa are the dominant properties of the MPs, and the concentration, organic fraction, and surface charge of suspended particulates dictate the extent of adsorption of MPs. Most of the conventional WWTPs do not remove complex MPs by biodegradation or biotransformation effectively (kbio ≤0.0042 L/gss/h), and the removal varies widely for different compounds, as well as for the same substance, due to operational conditions such as aerobic, anaerobic, anoxic, sludge retention time (SRT), pH, redox potential, and temperature. Membrane bioreactor performs better for moderately biodegradable compounds due to the diverse nature of microorganisms as well as greater adaptability due to longer SRT. Ozone and UV-based advanced oxidation processes, membrane filtration can be used for tertiary treatment due to their high rate as well as easy implementation. Various partition coefficients and rate constants values for different MPs are also provided for design and application.


  • micropollutants
  • wastewater
  • fate and removal
  • adsorption
  • coagulation
  • biodegradation
  • membrane filtration
  • advanced oxidation processes

1. Introduction

The widespread presence of micropollutants (MPs) in aquatic systems is a major concern all across the globe. For example, about 143,000 compounds were registered in European market in 2012; many of which would end up in water systems at some point of their lifecycle. Most of them are not eliminated or biotransformed in traditional wastewater treatment plants, can be persistent in aquatic system or form new chemical species reacting with background humic substances in sunlight, can be bioactive, and can bioaccumulate [15]. Although they are present in almost undetectable (low to subparts per billion (ppb)) concentrations, their existence in aquatic systems has been connected to various detrimental effects in organisms such as estrogenicity, mutagenicity, and genotoxicity [6].

While no compound-specific regulation exists anywhere for the removal of MPs in wastewater plants, some regulations are there for the presence in water for compounds such as pesticides, lindane, nonylphenol, and synthetic hormones [7]. The MPs fall into several categories as pharmaceuticals, personal care products (PPCPs), household chemicals, and industrial agents. A comprehensive list of 242 chemicals is provided in EU FP7 Project [8] of which about 70% are pharmaceuticals and personal care products and 30% are industrial agents including perfluoro compounds, pesticides, herbicides, and food additives. Since a significant majority of the MPs in municipal wastewater belong to the class of pharmaceuticals and personal care products (PPCP), fate and removal processes of these compounds are discussed in detail in this chapter.

2. Commonly found PPCP in wastewater effluent and surface water

About 70% of the pharmaceuticals in the wastewater originates from household, 20% comes from livestock farming, 5% is from hospital effluent, and rest 5% comes in runoff from nonparticular sources [9]; however, seasonal and geographical variations typically occur. The fate of MPs in wastewater plant depends on the physical properties such as solubility, octanol-water partition coefficient, and Henry’s constant. A list of commonly found pharmaceuticals, personal care products, and biocides and their concentration in wastewater effluent and surface water and physical properties are presented in Table 1. The solubility of MPs varies in a wide range of 0.15 mg/L (maprotiline, C10 H23 N, an antidepressant drug) to 588,000 mg/L (acesulfame, C4H4KNO4S, and artificial sweetener), which is also in accordance with their concentration in the effluent.

TypeMPApplicationAverage concentration (ng/L) [10, 11]Solubility* (mg/mL)log Kow*pKa*Henry’s constant (atm-m3/mole)*
Surface waterWWTP effluent
Disinfectants, pharmaceuticals (prescriptions, over-the-counter drugs, veterinary drugs)
Atenololβ-blocker2058430. × E-18
AzithromycinAntibiotic12175<1 at 25°C4.028.745.30 × E-29
BezafibrateLipid-lowering drug241390.001553.973.83
CarbamazepineAnticonvulsant134820.1522.115.961.08 × 10−10
Carbamazepin-10, 11–dihydro-10, 11-dihydroxyTransformation product4901551
ClarithromycinAntibiotic302760.000333.168.99 at 25°C1.73 × E-29
Diatrizoate (amidotrizoic acid)Contrast medium2065980.1072.892.17
DiclofenacAnalgesic656470.004474.9844.73 × E-12
ErythromycinAntibiotic25420.4592.3712.441.46 × E-29
EthinylestradiolSynthetic estrogen520.006773.6310.337.94 × E-12
IbuprofenAnalgesic353940.06843.54.851.50 × E-07
IomeprolContrast medium275380
IopamidolContrast medium923770.1171.624.151.14 × E-25
IopromideContrast medium968760.0238−2.051.00 × E-28
Mefenamic acidsAnalgesic78700.01374.583.892.57 × E-11
Metoprololβ-blocker201660.4021.8814.091.40 × E-13
NaproxenAnalgesic374620.05113.294.193.39 × E-10
Sotalolβ-blocker634350.7820.8510.072.49 × E-14
SulfamethoxazoleAntibiotic262380.4590.796.166.42 × E-13
Transformation product367
TrimethoprimAntibiotic131000.6151.2617.332.39 × E-14
Penicillin VPersonal care product28.70.4541.783.394.42 × E-15
Disinfectants, pharmaceuticals (prescriptions, over-the-counter drugs, veterinary drugs)
TramadolAnalgesics255.80.752.7113.81.54 × E-11
TrihexyphenidylAntidementia agents0.20.003144.9313.844.73 × E-10
CodeineMorphine derivates 70.60.5771.213.787.58 × E-14
FluconazoleAntifungal medication108.21.390.5812.71
DiphenhydramineAntihistamine11.70.07523.448.983.70 × E-09
RepaglinideAntidiabetic medications3.10.002945.053.68
FlecainideAntiarrhythmic agents45.50.03242.9813.685.75 × E-13
Bisoprololβ-blockers41.60.07072.314.092.89 × E-15
CiprofloxacinAntibiotics96.31.350.286.095.09 × E-19
OxazepamAnxiolytics161.70.08812.2410.615.53 × E-10
CarbamazepineAntiepileptic drugs832.30.1522.4515.961.08 × E-10
DiclofenacAnalgesics656470.004474.9844.73 × E-12
OrphenadrineAntihistamine3.90.033.778.914.08 × E-09
Sulfamethoxazole (VITO)Antibiotics280.20.4590.896.16
HaloperidolPsychiatric medication32.20.004464.308.662.26 × E-14
Sulfamethoxazole (JRC)Antibiotics142.30.4590.896.16
DiltiazemAntiarrhythmic agents10.70.01683.0912.868.61 × E-17
FluoxetineAntidepressant2.10.00174.059.88.90 × E-08
TerbutalineAntiasthmatics1.15.840.908.861.65 × E-18
ClindamycinAntibiotics70.43.12.1612.162.89 × E-22
GemfibrozilLipid-lowering drugs137.70.02783.44.42
KetoprofenAnalgesics86.00.02133.124.452.12 × E-11
RanitidineAntihistamine680.07950.278.083.42 × E-15
TriclosanDisinfectants74.80.006055.537.94.99 × E-09
LevamisoleAntihelminthics40.61.441.846.984.03 × E-10
LincomycinAntibiotics31.229.30.5612.37 3.00 × E-23
Clofibric acidLipid-lowering drugs5.30.5832.57−4.92.19 × E-08
IohexolRadiocontrast agents1580.796−3.0511.732.66 × E-29
MemantineAntidementia agents22.80.04553.2810.71.47 × E-05
ClonazepamAnticonvulsant1.60.01062.4111.897.02 × E-13
AlprazolamAntidepressant1.30.03242.1218.39.77 × E-12
FenofibrateLipid-lowering drugs1.10.0007074.86−4.9
SulfadiazineAntibiotics3.50.601−0.096.361.58 × E-10
CyproheptadineChemotherapeutic agents3.90.01364.698.059.20 × E-09
Detergents, dishwashing
liquids, personal care
products (fragrances,
sunscreens), and
food products [11]
MethylbenzotriazolePersonal care product29000.3662.7208.554.13 × E-07
GadoliniumPersonal care product115.0
LoperamidePersonal care product29.30.000864.4413.96
BuprenorphinePersonal care product3.90.01684.988.31 at 25°C1.76 × E-17
MaprotilinePersonal care product0.40.000154.8910.54
DuloxetinePersonal care product0.10.002964.729.7
MiconazolePersonal care product0.20.0007635.866.77
ChlorpromazinePersonal care product0.10.004175.189.3 at 25°C3.95 × E-11
FlutamidePersonal care product0.10.005663.3513.173.73 × E-10
DEET, N, N’-diethyltoluamidePersonal care product678.10.9122.802.08 × E-08
CaffeineFood additives191.111.0−0.0710.4 at 40°C1.90 × E-19
AcesulfameFood additive401022500588−1.335.67
SucraloseFood additive540460022.7−1.004.2
Pesticides [10]DiazinonInsecticide151730.043.812.61.13 × E-07
Diethyltoluamide (DEET)Insecticide1355930.9122.802.08 × E-08
DimethoateInsecticide22250.781.05 × E-10
MCPAInsecticides149.90.633.253.131.33 × E-09
Biocides [10]2, 4-DHerbicide67130.0122.812.731.59 × E-07
CarbendazimFungicide16810.0291.524.22.12 × E-11
DiuronHerbicide542010.0422.685.04 × E-10
GlyphosateHerbicide37312−3.400.84.08 × E-19
Irgarol (cybutryne)Herbicide330
IsoproturonHerbicide315120.0652.871.12 × E-10
MCPAHerbicide40250.633.253.131.33 × E-09
Mecoprop-pHerbicide454240.623.133.11.82 × E-08
TriclosanMicrobiocide201160.0104.767.94.99 × E-09
TerbutylazineHerbicide90.60.00853.2123.72 × E-08
AtrazineHerbicide4.20.03472.611.72.36 × E-09
IsoproturonHerbicide10.10.0652.871.12 × E-10
BentazoneHerbicide9.60.52.342.922.18 × E-09
MetolachlorHerbicide12.40.533.139 × E-09
DichlorpropHerbicide9.60.353.433.18.68 × E-11
SimazineHerbicide26.30.00622.181.629.42 × E-10
Atrazine-desethylHerbicide13.83.21.511.53 × E-09
HexazinoneHerbicide0.8331.852.26 × E-12
2, 4, 5-THerbicide0.30.2483.262.886.83 × E-09
Hormone active substances (effect on the hormone balance) [10]Bisphenol A (BPA)Additive8403310.123.329.61 × E-11
EstradiolNatural estrogens230.02134.0110.333.64 × E-11
EstroneNatural estrogens2150.003943.1310.333.8 × E-10
NonylphenolAdditive4412670.006355.9910.251.1 × E-06
Perfluorooctane sulfonate (PFOS)Tenside3.16.280.14

Table 1.

Commonly found MPs in municipal wastewater effluent and surface water.

Solubility, log Kow, pKa, and Henry’s law constant for selected micropollutants are found in, and

“–”: Data are not available in the literature.

3. Fate and removal processes of MPs in wastewater

The municipal wastewater treatment plants (WWTP) are designed to remove most of the suspended solids, dissolved organics, and nutrients from the wastewater. WWTPs employ primary, secondary, and occasional tertiary treatment processes to optimally treat the incoming wastewater. In primary treatment, coagulants such as alum, ferric chloride, and polymers and polymeric coagulant aids are used to remove colloidal and suspended particulates. In the process, organics attached with dissolved humic substances and particles can also be removed. In secondary treatment, dissolved organics are removed aerobically by a consortium of microorganisms in suspension. The thickened sludge from both primary and secondary clarifiers is digested anaerobically (biosolids) prior to disposal. In some places, tertiary treatment processes such as activated carbon adsorption, ozonation, or filtration are adopted for final treatment of effluent to remove trace concentration of the organics.

The fate processes for MPs in a typical WWTP include adsorption on suspended particulates, dissolved humic substances, primary and secondary sludge, while the removal processes include coagulation and sedimentation, biodegradation, adsorption, advanced oxidation, and membrane filtration as shown in Figure 1. Volatilization of the MPs during any of the treatment steps is negligible due to their very low Henry’s constant (<10−5 atm-m3/mol) as shown in Table 1.

Figure 1.

Conceptual model of fate and removal processes of a micropollutant in a typical WWTP.

3.1. Fate: adsorption of micropollutants

Adsorption on suspended solids in both primary and secondary treatment units is an important fate process for MPs in wastewater. Adsorption may occur due to the hydrophobic interactions between the aliphatic and aromatic groups of the compounds with the fat and lipid fractions in primary sludge and the lipophilic cell membrane of the microorganisms in secondary sludge, respectively. Electrostatic interactions also occur between the positively charged groups in the MPs and the negatively charged microorganisms in secondary sludge. Many acidic pharmaceuticals are negatively charged at neutral pH, and their sorption on sludge is negligible.

With a nonpolar core and polar moiety, the properties of pharmaceuticals and antibiotics vary widely, making it difficult to estimate their sorption on sludge. Kinney et al. [12] analyzed nine different biosolids produced by municipal wastewater treatment plants in seven different states in U.S. for 87 different MPs, and the measured concentrations of the contaminants in various sludge were in the range of 64–1811 mg/kg dry weight. Nineteen different pharmaceuticals were detected in these biosolids, representing a wide range of physicochemical properties, including compounds with low log Kow and high water solubility values. Adsorption of MPs on biosolids did not exhibit any particular trend, and no correlation was found between organic carbon-normalized MPs concentrations in biosolids with log Kow, suggesting that organic carbon content of the biosolids may not be the only factor controlling MPs adsorption. It is generally expected that compounds with low water solubilities and large log Kow values will more likely to be present in organic-rich biosolids compared to highly soluble organics; however, this study indicated significant presence of water soluble pharmaceuticals in all nine biosolids. The 25 MPs detected in all nine biosolids had water solubility ranging from 1.3 × 10−5 to 8.28 × 104 mg/L, and log Kow from 1.50 to 9.65 indicating complex nature of the process. Other factors, such as the quantity of organics entering the influent stream (which typically varies temporally and spatially), volume of influent, biosolids/water ratio, and sludge retention time (SRT), all affect the distribution of the MPs in different phases. Increasing sludge age had detrimental effect on the adsorption of lindane [13] on activated sludge, adsorption of pentachlorophenol reduced from 40 to 60% at sludge ages below 4 days to less than 10% at sludge ages above 25 days [14].

The concentrations of some of the commonly found MPs in sludge are summarized in Table 2.

MPType/applicationConcentration (mg/kg)SourceReference
TriclosanPersonal care
0.41–46Sludge (primary, excess activated, anaerobically digested)Heidler & Halden [15], McAvoy et al. [16]
Triclocarban4.7–63Sludge (excess activated, anaerobically digested)Heidler & Halden [15],
Tonalide0.4–2.9Clara et al. [17]
Octocrylene1.01–1.32Kupper et al. [18]
Pipemidic acidAntibiotic0.04 –0.27Sludge (primary, excess activated, dewatered)Jia et al. [19]
Norfloxacin1.06–7.23Sludge (primary, excess activated, anaerobically digested, dewatered)Jia et al. [19], Golet et al. [20]
Azithromycin2.5–64Sludge (excess activated, anaerobically digested)Gobel et al. [21]
Erythromycin0.030–0.041Sludge, Class A & B biosolidsKinney et al. [12], Ding et al. [22]
Roxythromycin0.337–1.446Anaerobically digested dewatered sludgeNieto et al. [23]
Sulfamethoxazole0.019–68Sludge (excess activated, anaerobically digested), biosolidsGobel et al. [21], Nieto et al. [23], Ding et al. [22]
Sulfapyridine0.1–28Sludge (excess activated, anaerobically digested)Gobel et al. [21]
Sulfamethazine0.026–0.128Anaerobically digested dewatered sludge, biosolidsNieto et al. [23], Ding et al. [22]
Sulfamerazine0.112–0.669Biosolids from sewage sludgeDing et al. [22]
Chlortetracycline0.069 –0.346
Tetracycline0.282–1.914McCellan & Halden [24], Ding et al. [22]
Trimethoprim0.017–41Sludge (excess activated, anaerobically digested)Gobel et al. [21], Nieto et al. [23]
Clindamycinnd–0.006Municipal sludgeSubedi et al. [25]
Lincomycin0.006–0.174Municipal sludge, biosolidsDing et al. [22], Subedi et al. [25]
Tiamulinnd–0.7Agricultural Field soilSchlusener et al. [26]
Tylosin1.074–1.958Anaerobically digested dewatered sludgeNieto et al. [23]
Ketoprofen0.030 –0.336Activated sludgeRadjenovic et al. [27, 28]
Codeinend–0.022Sludge, class A biosolidsKinney et al. [12]
Metoprololβ-blockernd–0.021Anaerobically digested dewatered sludgeNieto et al.[23]
Propranolol0.026–0.044Radjenovic et al. [28]
Atenolol0.007–0.084Sewage sludgeRadjenovic et al. [28]
CaffeinePsychoactive drug0.050–0.074Anaerobically digested dewatered sludge, biosolidsNieto et al.[23], Ding et al. [22]
DiltiazemAntihypertension drugnd–0.059Sewage sludge, class A biosolidsKinney et al. [12]
FluoxetineAntidepressant0.072–1.5Radjenovic et al. [28]
Paroxetine0.04 –0.62Sewage sludgeRadjenovic et al. [28]
GemfibrozilLipid lowering drug0.118–0.420Sewage sludge, class A biosolidsKinney et al. [12], Radjenovic et al. [28]
Bezafibratend–0.013Anaerobically digested dewatered sludgeNieto et al. [23]
Clofibric acid0.007 –0.01
ThiobendazoleAntiparasitic drugnd–5Sewage sludge, class A biosolidsKinney et al. [12]
WarfarinAnticoagulantnd – 0.092
MiconazoleAntifungal drugnd–0.46
FamotidineAntacid0.03–0.050Sewage sludgeRadjenovic et al. [28]
LoratadineAntiallergic drug0.052–0.153
HydrochlorothiazideDiuretic drug0.011–0.060
GlibenclamideAntidiabetic drug0.013–0.127

Table 2.

Concentrations of commonly found MPs in sludge.

nd- not detected

Although a complex process as described above, the extent of MPs adsorption on sludge is traditionally modeled using linear equilibrium model as

Cads=Kd CssCdisE1

where Cadsis the adsorbed concentration of the MP (g/L), Cssis the suspended particulate concentration (g/L), Cdis(g/L) is the dissolved concentration, and Kd is the adsorption constant (L/gss), which is also known as the partition coefficient of the compound between the solids and water. Kdhas been proposed as a relatively accurate indicator of adsorption [29, 30]; for compounds with a Kdvalue below 300 L/kg (log Kd= 2.48), the sorption onto secondary sludge is insignificant. Polar compounds typically have higher Kdvalues in secondary sludge compared to primary sludge. Typical Kdvalues are presented in Table 3. Kd of a compound can be correlated to more fundamental properties such as Kow.

Micropollutantslog Kow*log Kdlog KocRef#.Micropollutantslog K*owlog Kdlog KocRef#.
Clofibric acid2.570.6812bEstrone3.132.2304c
Perfluorooctanoic acid6.32.3424cMefenamic acid5.122.6375C
Perfluorononanoic acid5.483.0934cMetoprolol1.881.8129C
Perfluoroundecanoic acid6.93.3581cMorphine0.891.0792C
Bisphenol A3.322.282.64aPrimidone0.911.699C
Clofibric acid2.840.699cDiphenhydramine3.272.4997C

Table 3.

log Kd and log Koc values of some commonly found MPs.

log Kow for selected MPs are found in

log Kd and log Koc values are collected from references (Ref.) as follows: (a) [31], (b) [30], (c) [32].

“–“: Data are not available in the literature.

As mentioned before, the sorption to sludge is not significant for compounds with log Kow < 2.5, moderate sorption for log Kow between 2.5 and 4, and high sorption for log Kow > 4.0 is expected. In absence of experimental data, to relate Kdwith Kow, Eqs. (2) and (3) are given by Matter-Muller et al. [33] and Dobbs et al. [34], respectively:

log Kd=0.67 ×log Kow+0.39E2
log Kd=0.58×log Kow+1.14E3

Kdcan also be estimated using Eq. (4) (Fetter [35]) and Eq. (5) (Jones et al. [36]) if the fraction of organic carbon of the solids is known as

Kd=foc ×100.72 ×log Kow+0.491000E4
Kd= foc ×0.41 × KowE5

values of Kdand Kocversus Kowfor MPs from the literature are plotted in Figure 2 showing slightly lower linear dependence of Kdand Kocon Kowas compared to Eqs. (2) and (3). In addition, the goodness of fit as indicated by R2 is in the range of 0.45–0.48, indicating possible influence of other parameters than only Kocor Kow.

Figure 2.

Correlation between log Kd versus log Kow and log Koc versus log Kow for MPs listed in Table 3.

MP adsorption on sludge mostly follow linear isotherm such as Fruendlich:

qe =Kf. Ce1/nE6

where q= mass adsorbed per unit mass of adsorbent at equilibrium (mg/g)

Ce = concentration of MP in water at equilibrium (mg/L)

1n=strength of adsorption (dimensionless)

Kf= adsorption capacity at unit concentration (mg/g)(L/mg)1/n

The values of Kf and 1/n for MPs on sludge varied from 0.0052 to 4.40 (mg/g) (L/mg)1/n and 0.51 to 1.0076, respectively [3740]. Larger Kfvalues indicate higher affinity of adsorption for a particular sludge and closer the value of 1/n around 1.0, greater is the indication of comparatively strong adsorption bond. Typically, adsorption equilibrium is achieved within 24 hours with almost 90% removal from dissolved phase occurs in an hour; for example, at 3.6 g/L mixed liquor suspended solids (MLSSs) concentration, 95% of oxytetracycline was removed from water within only 1 hour and the concentration at equilibrium remained unchanged over 24 hours [40].

Colloidal particles are a relatively small fraction of the total waterborne particle mass (<10%) in typical wastewater but possess large surface areas which can enable covalent, electrostatic, and hydrophobic binding of MPs depending on their polarity. The magnitude of sorption depends on the molecular weight distribution and aromatic content of the colloids fraction, which also depends on the sewage composition, strength, and sludge age [41]. Similar to adsorption on suspended particulates, adsorption on colloidal particles can be quantified using a distribution coefficient Kcoc. Holbrook et al. [41] determined Kcoc using pyrene as a model MP and colloidal fractions from two biological wastewater plants; sorption coefficients (Kcoc) for pyrene ranged from 1 × 103 L/kg colloids to 80 × 103 L/kg colloids and were comparable to values obtained in the literature for natural organic matter. Good correlation was obtained between Kcoc and the aromaticity of the colloidal particles.

3.2. Removal processes

3.2.1. Coagulation and sedimentation of micropollutants

Coagulation-flocculation processes are typically used for improving efficiency of wastewater treatment plants promoting the removal of suspended solids, colloids, and some dissolved organics, which do not settle spontaneously. The coagulation process works by destabilizing the colloids/emulsions using coagulants such as metal salts and/or synthetic organic polymers following any of the mechanisms such as double-layer compression, adsorption and charge neutralization, entrapment of particles in precipitate, adsorption and interparticle bridging. The parameters that affect the performance of coagulation are coagulant dosage, pH, and ionic strength of the solution. Based on the type of coagulant such as aluminum sulfate, ferrous sulfate, and ferric chloride, optimum pH range for coagulation varies between 4.0 and 8.5. In case of polymeric coagulants, the active group (carboxyl, amino group, etc.) present on the polymer influences the change of charge with pH [42].

In general, removal of MPs by coagulation-flocculation processes is not very effective for most of the compounds studied with a few exceptions. Earlier studies on removal of MPs by coagulation were reported for simulated drinking water treatment processes [4347], and percent removal of various MPs varied from 15 to 75% using alum and iron salts, and excess lime/soda ash softening. Vieno et al. [46] evaluated the role of dissolved organic matter, mainly the humic substances in the coagulation process. In the presence of dissolved humic matter, diclofenac, ibuprofen, and bezafibrate could be removed by ferric sulfate coagulation. The removal of diclofenac reached a maximum of 77%, while 50% of ibuprofen, and 36% of bezafibrate were removed. Hence, a high amount of high-molecular-weight dissolved organic matter enhanced the removal of ionizable pharmaceuticals. However, contradictory results were reported by Choi et al. [43] where removal of seven tetracycline classes of antibiotic (TAs) from synthetic and river water using coagulation was achieved. TAs were assumed to be removed through the charge neutralization of zwitterionic or negative TAs by cationic Al (III) and sweep coagulation using poly-aluminum chloride (PACl). Aluminum hydroxide precipitates were formed in the presence of sufficient alkalinity, and TAs were removed by being enmeshed into or adsorbed onto the precipitates. It was suggested that the presence of dissolved organic matter, especially the low-molecular-weight fractions, resulted in possible inhibition of MP removal. This was due to preferential removal of the organic matter by the coagulant.

Huerta-Fontela et al. [48] performed coagulation with alum-coagulants, flocculation with a diallyldimethyl ammonium chloride homopolymer (poly-DADMAC), followed by clarification through sand filters. Of the 55 pharmaceutical compounds present, only five compounds (chlordiazepoxide, zolpidem, bromazepam, clopidogrel, and doxazosin) were completely removed, while warfarin, betaxolol, and hydrochlorothiazide accounted for removals higher than 50%. For some pharmaceuticals such as irbesartan, losartan, or carbamazepine epoxide, negligible removals were obtained.

Suarez et al. [49] evaluated the performance of coagulation-flocculation process for the pretreatment of hospital effluent, both in a batch mode and continuous pilot scale. Highest removal efficiency (>90%) was reported for PPCPs such as galaxolide, tonalide, and synthetic musk (ADBI); these are lipophilic compounds, carrying high negative charge, which facilitates their coagulation in the presence of higher fat content in wastewater. Asakura and Matsuto [50] studied the effect of coagulation for treating landfill leachate. Out of the various EDCs, only nonylphenol showed a removal of >90%, whereas diethylhexylphthalate (DEHP) removal was about 70%. Other EDCs such as diethylphthalate (DEP), dibutylphthalate (DBP), butylbenzylphthalate (BBP), 4-t-octylphenol (4tOP), and 4-n-octylphenol (4nOP) showed poor removal (<50%) by coagulation, with the lowest removal of 20% for bisphenol A.

Few studies have reported the removal of MPs due to coagulation and flocculation in wastewater (Table 4). Matamoros and Salvadó [51] evaluated several MPs removal in a coagulation/flocculation-lamellar clarifier for treating secondary effluent. The hydrophobicity of the compounds (log Kow) was found to be a major factor in determining the removal efficiency with coagulation-flocculation. The highest removal of 20–50% was observed for the compounds with log Kow ≥ 4 at pH 7–8. Since adsorption of MPs on the suspended solids and colloids is the precursor step for their removal during coagulation, the removal efficiency can be tied with the removal efficiency of suspended solids as

CoagulantDosage(ppm) with pHcompoundSourceRemoval (%) Reference
Ferric chloride/aluminum sulfate25, 50–pH 7IbuprofenHospital wastewater12.0 ± 4.8Suarez et al. [49]
Diclofenac21.6 ± 19.4
Naproxen31.8 ± 10.2
Carbamazepine6.3 ± 15.9
Sulfamethoxazole6.0 ± 9.5
Tonalide83.4 ± 14.3
Galaxolide79.2 ± 9.9
Ferric chloride100, 200–pH(4, 7, 9)Bisphenol ALandfill leachate20Asakura and Matsuto [50]
Not mentionedSulfamethoxazoleDrinking water treatment plant33Stackelberg et al. [47]
Aluminum sulfate200–pH 7AldrinSurface water46Thuy et al. [53]
100–pH 7Bentazon15
78–pH 6.8EstradiolDrinking water treatment plant2Westerhoff et al. [45]
Ferric sulfate78.5–pH 4.5DichlofenacLake water with dissolved humic acid77Vieno et al. [46]
CelestolideSecondary effluent from WWTP50Matamoros and Salvadó [51]

Table 4.

Removal of MPs by coagulation/flocculation process from various effluents.

“–“: Data are not available in the literature.

*log Kow for selected MPs are found in

# log Kd and log Koc values are collected from references (Ref.) as follows: (a) [31], (b) [30], (c) [32].

% removal=Kd Css1+ Kd Css ETss E7

where ETSS is the efficiency of TSS removal (%) during coagulation.

Carballa et al. [52] observed that during coagulation-flocculation of primary wastewater, lipophilic compounds such as musks were adsorbed in the lipid fractions of the sludge with two different fat concentrations of 60 and 150 mg/L, while acidic compounds such as diclofenac were adsorbed due to electrostatic interaction. Compounds with high sorption properties (galaxolide and tonalide) and diclofenac were significantly removed during coagulation-flocculation with efficiencies around 70%. Compounds with lower Kd values, such as diazepam, carbamazepine, ibuprofen, and naproxen, were reduced to a lesser extent (up to 25%).

3.2.2. Biodegradation of micropollutants in secondary treatment

Most of the conventional municipal WWTPs do not remove complex MPs by biodegradation and/or biotransformation effectively. Observed removal efficiencies vary in a wide range for different compounds, as well as for the same substance, due to operational conditions such as aerobic, anaerobic, anoxic, sludge retention time (SRT), pH, redox potential, and water temperature. Membrane bioreactors (MBRs) seem to be more effective than conventional-activated sludge (CAS) process as MBR process combines biological treatment with membrane filtration (micro and ultrafiltration). In addition, due to higher SRT at MBRs compared to CAS, biodiversity of the microorganisms in MBR is greater than CAS, and opportunity for adaptation of specific microorganisms to the persistent compounds is greater in MBR than in CAS. Removal of 29 antibiotics in a CAS process was reviewed by Verlicchi et al. [54], where removal of compounds such as sulfamethoxazole, ciprofloxacin, roxithromycin, norfloxacin, erythromycin, etc., varied in a wide range of 0 (spiramycin) and 98% (cefaclor) in CAS and between 15 (azithromycin) and 94% (ofloxacin) in MBRs. Only 1 (azithromycin) out of 10 compounds investigated in both systems exhibited higher average removal efficiency in CAS than in MBR. Trinh et al. [55] traced 48 MPs including steroidal hormones, xenoestrogens, pesticides, caffeine, pharmaceuticals, and personal care products (PPCPs) in a MBR with >90% removal for many of the compounds. However, amitriptyline, carbamazepine, diazepam, diclofenac, fluoxetine, gemfibrozil, omeprazole, sulphamethoxazole, and trimethoprim were only partially removed in MBR with the removal efficiencies of 24–68% [55]. Similar results were obtained in a pilot-scale MBR operated for a Swiss hospital effluent for 1 year [56, 57]. Among the 56 pharmaceuticals, an overall load elimination of all pharmaceuticals and metabolites in the MBR was only 22% due to the presence of persistent iodinated contrast media (almost 80% of the total organic load). Weiss and Reemtsma [58] reported that major advantage of MBR lies for the compounds with moderate removal in CAS; MBR showed no advantages for both well-degradable and recalcitrant compounds. For polar compounds, MBR does not provide significant benefits, because effluent quality is improved only gradually and the most critical components of high aerobic stability remain almost unaltered [58].

Longer SRT as required for nitrogen removal also played an important role in reducing the concentrations of certain MPs [59, 60], and a SRT > 10 days was recommended. Longer SRTs resulted in diverse growth of the microbial community including the growth of nitrifying bacteria. Nitrifying bacteria had shown potential for cometabolic degradation of MPs [61, 62]. However, much longer SRT (49 days) was required for 61% removal of iopromide compared to zero removal in CAS [61]. Mixed bacterial cultures also have proved to be quite effective in removing MPs such as triclosan, BPA, and ibuprofen in river [63, 64] and WWTP [65, 66]. While MPs such as quaternary ammonium compounds are biodegraded as single compound, their biodegradation is inhibited in a mixture using Pseudomonas sp. isolated from returned activated sludge [67].

Although an important process variable, hydraulic retention time (HRT) shows varied results for the removal of MPs in WWTP indicating that further research is required on this. A study conducted by Wever et al. [57] reported that decreasing the HRT in a CAS resulted in increasing the concentrations of MPs such as 2, 6 and 1, 6 NDSA; however, it did not affect the percent removal of these compounds in a MBR. In case of pharmaceutical and fragrance compounds, Joss et al. [29] reported that HRT played a very minor role when considering a time period of 0.7 hours for fixed bed reactor, 13 hours for a MBR, and 17 hours for a CAS process.

Solution pH plays a significant role in the removal of MPs as the highly acidic or highly basic solutions affect the solubility of the MPs and also hinder growth of the microbial community [68]. As listed in Table 1, MPs exhibit a wide range of pKa values. At pH range of 6–8, as found in most wastewater, many antibiotics and other MPs with pKa values in this range will be ionized. For example, about 40% of pharmaceuticals contain at least one functional group with pKa values in the range of 5–10 [69]. The degree of speciation of such ionizable compounds and their subsequent adsorption and biotransformation will be affected by pH.

The microbial growth and activity, as well as solubility and other physicochemical properties of MPs, are significantly affected by temperature. Temperature variability has been related to deterioration in bulk water quality and system instability; it has also been linked to sludge deflocculation and decreased sludge metabolic activity [70]. Vieno et al. [71] reported that the removal of ibuprofen, diclofenac, benzafibrate, ketoprofen, and naproxen increased during the summer (average temperature 17°C) and decreased in the winter (average temperature 7°C). However, Lesjean et al. [72] reported that in a conventional WWTP, temperature variation between 12 and 25°C brought about little or no change to the degradation process of MPs whereas for a MBR the removal rates were greatly affected by the seasonal changes. Hai et al. [70] reported that the removal of most hydrophobic compounds (log Kow > 3.2) in a MBR was stable in the temperature range of 10–35°C, while for less hydrophobic compounds, significant variation occurred in the lower temperature regimes (10–35°C). Lower and more variable removal efficiency at 10°C was observed for certain hydrophilic compounds, which have been reported to be moderately recalcitrant in MBR treatment.

No quantitative relationship between structure and activity can be found for the biological transformation. Overall, it can be concluded that for compounds with a sorption coefficient (Kd) below 300 L/kg, sorption onto secondary sludge is not relevant, and their transformation can consequently be assessed simply by comparing influent and effluent concentrations.

At low dissolved concentration, the kinetics of biodegradation/biotransformation of MPs follow first order as

rate=Kbio CssCdisE8

where  Kbio is the biodegradation rate constant, Css is the suspended solids concentration, and Cdis is the dissolved concentration of MPsss. Typically, complex aromatic structure with more than one benzene ring and/or with chlorine and nitro groups are not efficiently biodegraded [32, 73]. The aerobic biodegradation constants of 20 aromatic species using activated sludge were reported, and the kinetic constants were correlated to the structure of the molecules [73]. The normalized first-order rate constants Kbio (L/gss/h) using Css(g/L) were 0.003, 0.02, and 3.80 for 3, 5 dinitrobenzoic acid, 2, 6 dichlorophenol, and benzoic acid, respectively. Pomiesa et al. [32] summarized a list of both aerobic and anaerobic rate constants for 20 pharmaceuticals including antibiotics, and other compounds such as bisphenol A and nonylphenol, and the aerobic Kbio (L/gss/h) varied from 0.0025 to 7.08 with carbamazepine being the lowest, and galaxolide (a synthetic fragrance) being the highest biodegradable compound. The difference in rate constants for aerobic and anaerobic conditions is less than 15% for some substances (e.g., celestolide and galaxolide) or can be much higher in some other cases (e.g., >50% for estradiol and roxithromycin). Compounds with kbio < 0.0042 L/gss/h are not removed significantly (<20%), whereas compounds with kbio > 0.4 L/gss/h can be transformed by >90%. Therefore, with the existing biological treatment schemes in municipal wastewater, 90% of the MPs are not removed or biotransformed. Many of the plant data do not distinguish between adsorption and biotransformation due to challenging chemical analyses. In most cases, overall removal is estimated based on the influent and effluent concentrations, and information about the intermediate steps is either missing or not reliable [74]. Other challenges are the fate of metabolites, transformation products of pharmaceuticals, and complex chemistry involving these compounds with background water quality, which are all unknown at this point.

Tertiary treatment of wastewater using various combinations of membrane processes, activated carbon adsorption, and advanced oxidation are being performed or characterized in various jurisdictions with stringent water quality requirements. Above technologies all work well for the removal of trace concentration of organics in lab studies and will be described below.

3.2.3. Activated carbon adsorption

Adsorption as a unit operation using either granular- or powder-activated carbon (GAC and PAC) to remove organics from water metrics is well established. The mechanism of adsorption, relevant parameters, and adsorption models discussed in the section of adsorption on sludge are applicable for GAC and PAC adsorption. In absence of experimental data on adsorption isotherm, a correlation developed by Crittenden et al. [75] combining Polanyi potential theory and linear solvation energy relationships (LSERs) can be used.

Activated carbon adsorption for the removal of MPs has been applied in both secondary and tertiary treatment units. Simultaneous adsorption of sulfamethoxazole and carbamazepine to powdered-activated carbon (PAC) in a membrane bioreactor (MBR) was reported at PAC dosage of 0.1–1 g/L [7678]. Altmann et al. [77] compared the performance of PAC and ozonation for seven MPs from four different wastewater plants. Typical dosages were about 20 mg/L of PAC and 5–7 mg/L of ozone, respectively, and the performances of both technologies were very much dependent on the type of pollutants. Hydrophobic compounds with log Kow > 5 have much better removal potential by adsorption than polar compounds, with the exceptions of some protonated bases and deprotonated acids. Empty bed contact time (EBCT) for a biological-activated carbon filter for the removal of numerous MPs for three full-scale reclamation plants varied from 9 to 45 min.

3.2.4. Membrane processes

Membrane-based process systems can be classified as direct membrane-based, integrated membrane-based, and combined direct and integrated membrane system. Pressure-driven membrane filtration processes, such as nanofiltration (NF), ultrafiltration (UF), microfiltration (MF), and reverse osmosis (RO), are routinely used for various effluent treatments. While MF and UF are low-pressure processes, NF and RO are high-pressure processes. In tertiary treatment of wastewater for MPs, UF and NF can be effectively used. The removal of MPs by membrane depends on many different factors including characteristics of membrane, MP, aqueous media/solute characteristics, operating conditions, and membrane fouling. The fundamental mechanism of membrane filtration is size exclusion, although adsorption due to hydrophobic interactions, electrostatic repulsion, and adsorption on fouling layer all can play a part [7982]. Size exclusion mechanism is mostly applicable to noncharged MPs, however, shape of the molecule should also be taken into consideration. Hydrophobic interaction and hydrogen bonding contribute to the adsorption of MPs on the membrane surface. Membrane fouling and the presence of dissolved organic carbon could also increase adsorption by changing the membrane surface characteristics and pore size. For charged MP, electrostatic interaction between the compound and membrane surface gives rise to electrostatic exclusion for membrane surfaces with like charges. Figure 3 shows the four mechanisms of MP removal by membrane processes. Membrane-based processes have several advantages such as good adaptability, high removal rate, robustness, and no harmful intermediates are formed. An overview of research at laboratory, pilot and full-scale applications of MPs removal is presented in Table 5.

Figure 3.

Micropollutants removal mechanism in polymeric membranes. (a) size exclusion, (b) adsorption (hydrophobic interaction), (c) electrostatic repulsion, and (d) adsorption (fouling layer interaction) (concept adopted from Ojajuni et al. [83]).

MPs% RemovalRemarksReference
11 MPs 500 μg/L, (pharmaceuticals and pesticides)>70%UF and NF; laboratory scale; secondary effluentAcero et al. [84]
80 MPs; Metals 18–265 µg/L, VOC 0.65–7.10 µg/L, PAH 0.23–0.67 µg/L, and HVOC 1.45–12.17 µg/L∼40–50% removal for metalsUF; full scale; secondary clarified effluentBattistoni et al. [85]
Macrolides, roxithromycin (ROX), clarythromycin (CLA), erythromycin (ERY), sulfonamides, and trimethoprim:sulfamethazine (SMZ), sulfamethoxazole (SMX), and trimethoprim (TMP)45– 94%Full scale UF; raw sewage of WWTPSahar et al. [86]
Pharmaceutically active contaminants (PhACs): sulfamethoxazole, carbamazepine, and Ibuprofen (500 μg/L)50–85%NF; laboratory scale; spiked synthetic solutionNghiem et al. [87]
EDCs–estrone, estradiol, and salicin at initial concentration of 1 mg/L85±/4% for estradiol, 65±/3% for estrone, 91±/1% for salicineNF; laboratory scale; spiked synthetic solutionBraeken and Van der Bruggen [88]
Pesticide endosulfan (10–100 μg/L)84–96%NF; laboratory scale; spiked synthetic solutionDe Munari et al. [89]
11 neutral EDCs and PhACs at initial concentration of 100 μg/L0–91%RO; laboratory scale; synthetic solutionKimura et al. [90]
22 EDCs and pharmaceutically active compounds (PhAC)- ∼ 1 μg/Lvariable removal in NF;
>90% removal in
Loose and tight NF; RO; bench scale; surface water; effluent of MBR of WWTPComerton et al. [91]
PhACs: carbamazepine, diclofenac, and ibuprofen (IBU) l concentration 0.025–0.1 μg/L31–39% removal for carbamazepine; 55–61% removal of ionic diclofenac and ibuprofenNF; laboratory; drinking waterVergili [92]
22 compounds representing pharmaceutically active compounds, pesticides, hormones and industrial chemicals; 5 µg/L80–99%MBR; laboratory; spiked synthetic municipal wastewaterHai et al. [70]
bisphenol A (750 μg/L), sulfamethoxazole (750 μg/L)90% removal for Bisphenol A; 50% for sulphamethoxazoleMBR (submerged); laboratory; secondary effluent spikedNghiem et al. [93]
40 organic compoundsabove 85% for hydrophobic compounds; less than 20% for the restMBR; laboratory;secondary effluent spikedTadkaew et al. [80]
Ionisable trace organics :sulfamethaxozale, ibuprofen, ketoprofen, and diclofenac at 2 μg/LRemoval dependent on mixed liquor pH.MBR (submerged); laboratory; synthetic wastewaterTadkaew et al. [94]
56 pharmaceuticals, 10 metabolites, and two corrosion inhibitors at concentration from 0.1 μg/L to 2.6 mg/LRemoval variesMBR; pilot scale; wastewater directly from the hospital sewer collection systemKovalova et al. [56]
11 emerging contaminants: acetaminophen, metoprolol, caffeine, antipyrine, sulfamethoxazole, flumequine, ketorolac, atrazine, isoproturon, 2-hydroxybiphenyl, and diclofenac(all at 0.5 mg/L)UF with GAC posttreatment performed better than UF with PAC pretreatment.UF combined with PAC (pretreatment) and GAC (posttreatment), secondary effluent spikedAcero et al. [95]
6 antibiotics, 3 pharmaceuticals (ibuprofen, salicyclic acid, and diclofenac) and Bisphenol A>90%MBR-RO, pilot plant, real wastewaterSahar et al. [96]
PPCPs; acetaminophen, atenolol, carbamazepine, clopidogrel, diclofenac, dilantin, ibuprofen, iopromide, glimepiride, naproxen, and sulfamethoxazoleUp to 95%MBR-NF; laboratory; real wastewaterChon et al. [81]
10 micropollutants detected in wastewater including carbamazepine, ibuprofen, and caffeine>76.9%MBR-NF and MBR-RO; pilot plant; real wastewaterCartagna et al. [97]
9 pharmaceuticals, bezafibrate, carbamazepine, clofibric acid, diclofenac, gemfibrocil, ibuprofen, ketoprofen, naproxen, and fenofibric acid60–80%MBR-PAC (submerged); pilot plant; WWTP primary pollutantLipp et al. [98]

Table 5.

Membrane systems for micropollutants removal in different scales.

3.2.5. Advanced oxidation processes

Advanced oxidation processes (AOPs) using hydroxyl radicals (OH•) are increasingly used for tertiary treatment of municipal wastewater and for water recycling. These processes are fast, nonselective, and effective for recalcitrant compounds. Among numerous combinations of AOPs, UV-, hydrogen peroxide-, and ozone-based processes are easy to implement for tertiary treatment of WWTP effluent. In a comprehensive research, removal efficiency of 220 MPs with postozonation was studied at full scale for a WWTP [1]. Compounds with activated aromatic moieties, amine functions, or double bonds such as sulfamethoxazole, diclofenac, or carbamazepine had second-order rate constants for ozonation >104/M/s at pH 7 (fast reacting) were eliminated to concentrations below the detection limit for an ozone dose of 0.47 g O3/g DOC. Higher ozone dosage of 0.6 g O3/g DOC was needed for more recalcitrant compounds such as atenolol and benzotriazole for >85%. Rahman et al. [99] summarized the second-order ozone and OH• oxidation constants for commonly found EDCs and pharmaceuticals in pure water, which varied from 0.8 to 7 × 109 and 1.2 × 109 to 9.8 ×109 /MS, respectively. In wastewater, rates will be somewhat lower due to the competition of background organics, suspended particulates, and radical scavengers. However, the effect of background organics competition was found to be minimal for estrone degradation in wastewater by Sarkar et al. [100]. The overall cost of ozonation was found to be lower than that of UV/H2O2 process for estrone degradation, although electrical energy per order was lower for UV/H2O2. AOPs are effective in a wide range of pH (i.e., 4–11) depending on the type of target compounds; although ozonation is more effective in alkaline pH. In some cases, transformation products that form due to AOPs may be even more toxic compared to parent compounds. For example, intermediates of UV/H2O2 oxidation of bisphenol A exhibited different estrogenic activity depending on the treatment conditions [101]. Whole effluent analysis methods are better for assessing the toxicity of resulting water instead of time- and labor-intensive chemical analyses.

4. Conclusion

Fate and removal processes of micropollutants (MPs) in wastewater treatment are complex, and difficult to assess due to tedious and cost-intensive analyses. However, these processes can be somewhat estimated based on their physical properties such as log Kow, pKa, and solubility. Adsorption on colloidal and suspended particles and subsequent removal in sludge may occur for compounds with log Kow > 4.0. Majority of the MPs are not removed in conventional-activated sludge process, although better removal for some cases occurs in membrane bioreactors due to greater diversity and adaptability of microorganisms. Compounds with biological degradation constant <0.0042 L/gss/h are not removed significantly (<20%), whereas compounds with rate constants >0.4 L/gss/h can be transformed by >90%. Tertiary treatment of wastewater effluent using activated carbon adsorption, membrane filtration, and advanced oxidation processes are capable of removing MPs with varying degrees of success, although both lab and pilot-scale studies are required to establish their rates of removal. In the case of intermediates or transformation, products are produced during a treatment, whole effluent analysis using a bioassay is a better method to evaluate the quality of effluent instead of conducting compounds specific chemical analyses.

© 2017 The Author(s). Licensee IntechOpen. This chapter is distributed under the terms of the Creative Commons Attribution 3.0 License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to cite and reference

Link to this chapter Copy to clipboard

Cite this chapter Copy to clipboard

Sreejon Das, Nillohit Mitra Ray, Jing Wan, Adnan Khan, Tulip Chakraborty and Madhumita B. Ray (May 3rd 2017). Micropollutants in Wastewater: Fate and Removal Processes, Physico-Chemical Wastewater Treatment and Resource Recovery, Robina Farooq and Zaki Ahmad, IntechOpen, DOI: 10.5772/65644. Available from:

chapter statistics

1228total chapter downloads

1Crossref citations

More statistics for editors and authors

Login to your personal dashboard for more detailed statistics on your publications.

Access personal reporting

Related Content

This Book

Next chapter

PCDDs/PCDFs and PCBs in Wastewater and Sewage Sludge

By Magdalena Urbaniak and Anna Wyrwicka

Related Book

First chapter

Treatment of Organic Recalcitrant Contaminants in Wastewater

By Asmita Gupta and Indu Shekhar Thakur

We are IntechOpen, the world's leading publisher of Open Access books. Built by scientists, for scientists. Our readership spans scientists, professors, researchers, librarians, and students, as well as business professionals. We share our knowledge and peer-reveiwed research papers with libraries, scientific and engineering societies, and also work with corporate R&D departments and government entities.

More about us