Odor occurrences in Summit Water Treatment Plant (SWTP) drinking water were evaluated by two methods. One method was the common practice of monitoring geosmin (GEO) and 2-methylisborneol (2-MIB) only. It led to the conclusion that the odor events primarily originated from Silverwood Lake (a water source for SWTP) and took place during late summer and mid-fall to early winter. The other method combined flavor profile analysis (FPA), gas chromatography/mass spectrometry (GC/MS) and Sensory GC. FPA captured a recurring moldy odor, unlike the earthy/musty odor expected from GEO and 2-MIB. 2-isopropyl-3-methoxypyrazine (IPMP) was identified as its cause by GC/MS and Sensory GC. More importantly, IPMP and its moldy odor were mainly produced in Lytle Creek (the second water source for SWTP) from late fall to mid-winter. Thus, monitoring only GEO and 2-MIB led to incomplete understanding of the chemical causes as well as the spatial and temporal patterns of SWTP's odor events. The case study serves as a precaution against equating the presence of GEO and 2-MIB with the overall drinking water odor occurrences despite the popularity of the approach. Instead, a combination of FPA and, as needed, subsequent GC/MS and Sensory GC is necessary for complete drinking water odor evaluations.

  • Geosmin (GEO) and 2-methylisborneol (2-MIB) monitoring alone as common practice in the drinking water industry failed to evaluate the odor occurrences due to the presence of -isopropyl-3-methoxypyrazine (IPMP) as another recurring odorant.

  • IPMP occurred in different spatial and temporal patterns compared to GEO and 2-MIB.

  • A combination of flavor profile analysis, and as needed subsequent gas chromatography/mass spectrometry and Sensory GC is necessary for complete drinking water odor evaluations.

Geosmin (GEO) and 2-methylisoborneol (2-MIB) are earthy/musty compounds often caused by algal or cyanobacterial blooms and are the most commonly targeted biogenic drinking water odorants by regulations, monitoring, and studies due to their omnipresence and low odor threshold concentrations (OTCs) (Paulino et al. 2023). By comparison, other biogenic odorous compounds rarely receive the same attention from water utilities, and the sole attention to GEO and 2-MIB could lead to unexpected and unexplained odor events resulting from other odor compounds (Zhu et al. 2022). The incomplete knowledge of the chemical causes of odor events could be particularly troublesome if the overlooked odorants cannot be removed by treatments effective for GEO and 2-MIB. For example, activated carbon adsorption technology can remove GEO and 2-MIB, but it cannot remove odorous compounds of thiols and thioethers effectively (Du et al. 2024). Thus, if the thiols and thioethers were responsible for odor events in drinking water together with GEO and 2-MIB, monitoring and thus finding only GEO and 2-MIB may lead to the decision to use activated carbon for odor mitigation. As a result, unexpected odor events may take place due to unremoved thiols and thioethers. Additionally, monitoring GEO and 2-MIB alone may result in a misunderstanding of the spatial and temporal patterns of odor events if the omitted odorous compounds occur in a different pattern from that of GEO and 2-MIB. This could lead to problematic decisions regarding the selection of water sources. For instance, in a study of taste and odor (T&O) occurrences involving multiple water sources, the supplementary reservoir, as one of the sources, was the primary source of 2-MIB, while GEO concentrations rarely exceeded its OTC in any source (Zhu et al. 2023). Yet, it was found in the study that an earthy/musty odor was present in the mixed raw water regardless of supply levels from the supplementary reservoir due to earthy/musty compounds other than 2-MIB and GEO. In this case, concentrations of GEO and 2-MIB should not be the only basis for water source selection.

Therefore, the ideal methodology for odor evaluation should be able to take all odorous compounds into consideration. However, the vast number of potential odorous compounds in drinking water and their often extremely low OTCs, as exemplified by Zahraei et al. (2021), present overwhelming challenges to monitoring all odorants with chemical analysis alone. On the other hand, sensory analysis like flavor profile analysis (FPA) enables comprehensive evaluation of odor impacts regardless of responsible compounds. As an accepted standard method, FPA determines T&O characters defined by specific standards and intensity values using a scale standardized by taste standards at multiple concentrations (APHA et al. 2023). Common T&O characteristics and their responsible compounds in a specific setting, such as drinking water, are often summarized by a T&O wheel (Figure 1) to facilitate panel training and sample analysis. As for intensity values, the odor intensity value caused by a single compound is linear with the logarithmic value of odorant concentration, known as the Weber–Fechner law (Fechner 1860). Weber–Fechner curves are often used to illustrate the relationship (Figure 2). The standardization efforts result in better consistencies of reported T&O characters and intensities across individuals and panels that evaluate the same sample. The odor characters consistently determined by FPA have been used as the basis for the identification of odorants responsible for nuisances in drinking water (Khiari et al. 1992, 1995; Young et al. 1999; Dı́az et al. 2004; Yu et al. 2009; Quintana et al. 2016; Guo et al. 2020, 2021a, 2021b, 2021c, 2023, 2024; Adams et al. 2021, 2023a, 2023b; Wang et al. 2023). Meanwhile, the odor intensities, consistently measured by FPA, have been used to determine the extent of nuisances in drinking water and thresholds for public complaints (Suffet et al. 2004; Yu et al. 2014).
Figure 1

Drinking water T&O wheel (Suffet et al. 2019).

Figure 1

Drinking water T&O wheel (Suffet et al. 2019).

Close modal
Figure 2

Weber–Fechner curves for (±)-GEO in water at 25 and 45 °C (Whelton & Dietrich 2004). Odor intensity was linear with the logarithmic value of (±)-GEO concentration at both temperatures.

Figure 2

Weber–Fechner curves for (±)-GEO in water at 25 and 45 °C (Whelton & Dietrich 2004). Odor intensity was linear with the logarithmic value of (±)-GEO concentration at both temperatures.

Close modal

In order to attribute odor characteristics identified by FPA to their chemical causes, gas chromatography/mass spectrometry (GC/MS) and Sensory GC analysis can be applied. Sensory GC separates odorous compounds within a mixture with the GC column and then presents the odorants to a human panelist so that the odorants can be sensorially characterized one by one, while parallel GC/MS analysis reveals the identities of perceived compounds (Hayes et al. 2023). In this way, odor characters determined by FPA can be linked with specific compounds identified by GC/MS analysis with matching odor characters perceived by Sensory GC. Moreover, an odorant within a mixture can be discovered by Sensory GC even if its odor was masked by other odors in the sample during the FPA. The combination of Sensory GC with GC/MS and/or its derivatives, such as two-dimensional GC/MS, has been used to identify odorants responsible for specific odor characters in drinking water (Khiari et al. 1992, 1995; Young et al. 1999; Hochereau & Bruchet 2004; Yu et al. 2009; Guo et al. 2016, 2020, 2021a, 2021b, 2021c, 2023, 2024; Quintana et al. 2016; Kalweit et al. 2019; Wang et al. 2023). Finally, analytical methods, such as GC/MS selected ion monitoring (SIM), can be applied to quantitate all odorants perceived by FPA and identified by Sensory GC with parallel GC/MS in drinking water instead of GEO and 2-MIB only. The occurrences of all odorants in drinking water determined by their routine analysis should, in theory, better reflect overall odor occurrences than those of GEO and 2-MIB alone.

To practically examine whether the common practice of only monitoring GEO and 2-MIB is sufficient for drinking water evaluation or whether the combination of FPA, Sensory GC and GC/MS is necessary, both methods were applied in a case study to evaluate drinking water odors at the Summit Water Treatment Plant (SWTP) at Rialto, CA, USA. SWTP receives water from two surface sources – Lytle Creek and the California State Water Project (SWP) supply via Silverwood Lake. Its drinking water odor problems were attributed to high levels of GEO and 2-MIB in Silverwood Lake in summer and fall (Figure 3). However, other odorous compounds present in one or both of the water sources may also contribute to the overall odor occurrences. The presence of other odorants would affect the effectiveness of sole GEO and 2-MIB monitoring as a common practice in the drinking water industry for odor evaluation. The performance of both methods was assessed by their abilities to identify odorants responsible for nuisances in SWTP's drinking water and to accurately determine the spatial and temporal patterns of the SWTP's odor events.
Figure 3

GEO and 2-MIB monitoring data in Silverwood Lake during 2012–2014. GEO and 2-MIB concentrations mainly spiked in summer and fall.

Figure 3

GEO and 2-MIB monitoring data in Silverwood Lake during 2012–2014. GEO and 2-MIB concentrations mainly spiked in summer and fall.

Close modal

Chemicals and materials

One hundred μg/mL (±)-GEO and 2-MIB methanol (MeOH) solutions and water (suitable for high-performance liquid chromatography (HPLC)) were purchased from Sigma-Aldrich Inc. (St. Louis, MO, USA). p-Bromofluorobenzene (p-BFB) (>98.0%), sodium omadine (>97.0%), and 2-isopropyl-3-methoxypyrazine (IPMP) (>98.0%) were obtained from TCI America (Portland, OR, USA). HPLC-grade MeOH (≥99.9%), sodium bisulfite (NaHSO3) (≥58.5%), and sodium chloride (NaCl) (≥99.0%) were purchased from Fisher Scientific (Hanover Park, IL, USA). Seventy per cent isopropyl alcohol (iPOH) solution was purchased from Kroger Co. (Cincinnati, OH, USA). The water suitable for HPLC was only intended for Sensory GC humidifier refills (Section 2.5.2). In other cases, water produced by a Milli-Q water purification system (Millipore-Sigma, Burlington, MA, USA) was used and was referred to as Milli-Q water.

Mixed cellulose esters (MCE) membrane filters (pore size – 0.22 μm) were obtained from Millipore-Sigma (Burlington, MA, USA). Teflon-faced silicone septa of 22 mm, 1 cm Stableflex™ 50/30 μm DVB/CAR/PDMS solid-phase microextraction (SPME) fiber assemblies, and their manual holders were purchased from Supelco (Bellefonte, PA, USA). Teflon-coated octagon magnetic stirrer bars of 5/8 × 5/16″ were bought from VWR International, LLC (Radnor, PA, USA).

Prior to use, all 1 L amber glass bottles with Teflon-lined caps were washed with a Liqui-Nox® critical-cleaning liquid detergent (Jersey City, NJ, USA), tap water, and Milli-Q water. All magnetic stirrer bars and 65 mL amber glass sample vials together with their caps were rinsed with HPLC-grade MeOH, tap water, and Milli-Q water, and all 250 mL Erlenmeyer flasks and watch glasses were rinsed with a 70% iPOH solution, tap water, and Milli-Q water.

Water utility overview

The SWTP has a conventional filtration water treatment process that includes prechlorination, coagulation, multi-zone flocculation, clarification, rapid sand filtration, and then chlorination, as shown in Figure 4. It receives water from the SWP supply via Silverwood Lake and/or Lytle Creek. Though the Lytle Creek supply was deemed preferable due to high levels of disinfection byproducts precursors and GEO and 2-MIB in Silverwood Lake, its availability is limited in drier summer and fall seasons. Therefore, the SWP supply is dominant in SWTP influent during these seasons (Table 1).
Table 1

Source water composition for SWTP during the course of the study

Period07/2022–11/202211/2022–12/202201/2023
Source water composition (%) Silverwood Lake 92 85 
Lytle Creek 15 100 
Period07/2022–11/202211/2022–12/202201/2023
Source water composition (%) Silverwood Lake 92 85 
Lytle Creek 15 100 
Figure 4

SWTP's water treatment process.

Figure 4

SWTP's water treatment process.

Close modal

Sampling, delivery, and storage

Clarified water before rapid sand filtration was sampled from 25/07/2022 to 09/01/2023. The sampling frequency was twice a week from 25/07/2022 to 14/08/2022. For the rest of the study, sampling was conducted weekly. SWTP filtration effluent was also sampled weekly during 17/10/2022–09/01/2023 in the hope that it better represented the product water distributed to the consumers. However, the evaluation of SWTP filtration effluent by FPA was hindered by high residual chlorine concentration (see Section 2.4.2). During the week of 22/08/2022 and that of 28/11/2022, no sample was collected due to the availability of limited staff. During sample collection, 1 L and 65 mL amber glass bottles with Teflon-faced cap liners were used to hold the original sample and preserved sample using 90 μL of 3.2% sodium omadine solution, respectively, with minimal headspace. All samples were sent to UCLA overnight in a cooler box with ice bags. Upon receipt, the samples were filtered through 0.22 μm MCE membrane filters and then stored in the dark at ∼4 °C until analysis.

Flavor profile analysis

Panelists screening and training

Before training, all candidates for the panel were screened by the University of Pennsylvania Smell Identification Test® (UPSIT®) (Sensonics International, Haddon Heights, NJ, USA). Potential panelists with severe microsmia or total anosmia were excluded from the sensory panel.

All panelists were trained according to the Standard Method 2170 B (APHA et al. 2017). Odor reference standards and an intensity scale defined by sugar solutions in the method were applied to standardize panelists' descriptions of an odor's character and its intensity value, respectively. Vocabulary modifications were made to the original method based on panel consensus during training. The odor characters for GEO, 2-MIB, and IPMP were set as earthy, musty, and moldy, respectively. Trainees familiarized themselves with the standards until they were able to give a correct and reproducible characterization of random odor references. All references were available upon request during the FPA of a sample.

Sample analyses

FPA was applied to every delivered sample without preservative within 48 hours after its filtration by MCE filters according to the Standard Method 2170 B (APHA et al. 2017) with slight modifications. Specifically, a 50 mL sample was added to a 250 mL Erlenmeyer flask. Then the flask was covered by a watch glass and heated to 45 °C before panel analysis. Though a panel was supposed to consist of four or five panelists, a few samples were processed by a smaller panel due to the availability of limited personnel. Each analyst was reminded not to apply any perfume on the day of analysis and not to eat or drink at least 30 min before sample evaluation. If an odor character was reported by half or more of the panel from a sample, the odor was considered confirmed. Its character and average intensity value were recorded. When an odor was perceived by fewer than half of all examiners, the odor was only regarded as an ‘odor note’ and recorded as such for reference without an intensity value. It should be noted that analysis at a higher temperature of 45 °C could yield higher odor intensities and thus better odor sensitivities than the room temperature of 25 °C (APHA et al. 2023). Taste analysis was not conducted because the samples were deemed still undrinkable without adequate disinfection at the points of sampling. Final disinfection of the drinking water before its distribution to consumers was conducted outside SWTP.

A strong chlorine odor was noticed in SWTP filtration effluent samples due to extensive chlorination applied right after filters. As a result, other odors were mostly masked, and FPA could not be effectively executed. Therefore, clarified water before filtration was chosen for odor evaluation and direct comparison of the combination of FPA, Sensory GC, and GC/MS with the common practice of monitoring GEO and 2-MIB only. Nevertheless, in cases where odor characters other than chlorine were confirmed (Section 3.2.2), the results were recorded for reference.

GC/MS and Sensory GC methods

Sample extraction

Headspace SPME specified by the Standard Method 6040D (APHA et al. 2017) was modified and applied to all clarified water samples in the study. For GC/MS analysis, 5.0 μL of the 500 μg/L p-BFB MeOH solution was added to each sample before extraction as the internal standard. Meanwhile, no internal standard was applied for Sensory GC analysis. 2-isobutyl-3-methoxypyrazine and IPMP were detected in drinking water samples (Zahraei et al. 2021). Therefore, they were not adopted as internal standards and surrogates as per the Standard Method 6040D (APHA et al. 2017). The StableFlex™ 1 cm 50/30 μm DVB/CAR/PDMS SPME fiber used in the study was conditioned at 270 °C for 30 min. Sample volume, headspace volume, temperature, extraction time, stirring speed, and NaCl addition were 45 mL, 20 mL, 65.0 ± 1.0 °C, 35 min, 180 ± 10 rpm, and 15.00 g, respectively. Unpreserved samples were extracted and analyzed by GC methods within a week after filtration. However, due to the time-consuming nature of headspace SPME and GC processes, a few samples preserved by sodium omadine were extracted and analyzed by GC methods within a month after their filtration in case of a backlog. The SWTP filtration effluent collected on 25/10/2022 was extracted and analyzed by GC methods in the same manner (Section 3.2.2) except that 2.0 μL of the 145 g/L NaHSO3 solution was injected into the sample before extraction as a dechlorination agent.

GC/MS full scan with parallel Sensory GC analysis

After headspace SPME, compounds sorbed to the SPME fiber were introduced into one of the two parallel 60 m DB-5MS GC columns (diameter – 0.25 mm, film thickness – 0.25 μm) (Agilent Technologies, Santa Clara, CA, USA) within a Varian 450-GC system (Varian, Inc., Walnut Creek, CA, USA) through an 1177 split/splitless capillary injector; 99.9999% helium (Airgas, Inc., Radnor, PA, USA) was used as the carrier gas. The injector temperature was 260 °C, the extracted compound's desorption time was 15 min, and the split vent was off for the first minute after injection before being turned on with a split ratio of 100 to minimize peak tailing. The column flow rate was 1 mL/min while the column oven temperature was held at 50.0 °C for 2 min after injection before being raised at a rate of 8.0 °C/min to 260.0 °C, where it was held for 1.75 min.

For GC/MS full scan analysis, eluted compounds from the GC column were introduced into a Varian 220-MS system (Varian, Inc., Walnut Creek, CA, USA), where electron ionization (EI) at 70 eV was applied. Then, the produced ions with a mass-to-charge ratio (m/z) within 41–260 were scanned at a frequency of 1 Hz. Temperature setpoints of the MS system were trap – 150 °C, manifold – 40 °C, and transfer line – 270 °C. In Sensory GC analysis, odorous compounds separated by the other GC column were combined with humidified air for odor fatigue prevention and then presented to a human analyst at a sniffing port. The elution time of each odorant, its odor character, and its peak intensity value were recorded. Odorant identification was achieved by matching its retention times in both GC/MS and Sensory GC systems, its odor character at the sniffing port and its mass spectrum obtained by the MS system with those of purchased standard chemicals.

Odorant quantitation by GC/MS SIM

GC/MS SIM was used to quantitate selected odorants in every clarified water sample where an odor was confirmed by FPA. The procedure was the same with GC/MS full scan analysis except that the ions produced by EI were analyzed under a selected ion scan (SIS) mode during the elution windows of compounds for quantitation (Table 2). Among the target compounds, GEO and 2-MIB were quantitated to follow the common practice in the water industry to monitor the two compounds for odor evaluation. IPMP was quantitated after its identification by Sensory GC with parallel GC/MS full scan analysis as a moldy odorant in drinking water (Section 3.2.2) to evaluate its occurrence patterns. p-BFB served as the internal standard throughout the study.

Table 2

Details of target compounds analyzed by GC/MS SIM

Target compoundElution window (min)aIons monitored (m/z)bSamples analyzed
p-BFB (Internal Standard) 9.50–11.00 174.0c, 95.0, 176.0, 75.0, 50.0 All sampled analyzed 
IPMP 13.00–14.00 137.0c, 152.0, 124.0, 138.0, 109.0 Samples taken on and after 01/11/2022d 
2-MIB 15.50–16.50 95.0c, 93.0, 107.0, 108.0, 135.0 All sampled analyzed 
GEO 19.00–20.50 112.0c, 126.0 All sampled analyzed 
Target compoundElution window (min)aIons monitored (m/z)bSamples analyzed
p-BFB (Internal Standard) 9.50–11.00 174.0c, 95.0, 176.0, 75.0, 50.0 All sampled analyzed 
IPMP 13.00–14.00 137.0c, 152.0, 124.0, 138.0, 109.0 Samples taken on and after 01/11/2022d 
2-MIB 15.50–16.50 95.0c, 93.0, 107.0, 108.0, 135.0 All sampled analyzed 
GEO 19.00–20.50 112.0c, 126.0 All sampled analyzed 

aSIS was applied during the elution windows. A full scan mode specified by Section 2.5.2 was used for the rest of the 30 min analysis.

bAn isolation window of 3.0 (m/z) was adopted for each ion monitored under an SIS mode.

cPrimary ions whose peak areas were used for quantitation.

dIPMP was quantitated only after its discovery in SWTP filtration effluent on 25/10/2022 (Section 3.2.2).

External calibration was conducted for compound quantitation using standard samples containing GEO, 2-MIB, and IPMP at different levels. The linear range, limit of detection (LOD), and limit of quantitation (LOQ) for each analyte are shown in Table 3.

Table 3

Linear ranges, detection, and quantitation limits of analytes

AnalyteLinear range (ng/L)LODa (ng/L)LOQb (ng/L)
IPMP 0.5–120c 0.5 1.5 
2-MIB 2.5–120c 3.3 8.6 
GEO 0.5–120c 0.2 0.5 
AnalyteLinear range (ng/L)LODa (ng/L)LOQb (ng/L)
IPMP 0.5–120c 0.5 1.5 
2-MIB 2.5–120c 3.3 8.6 
GEO 0.5–120c 0.2 0.5 

aLOD was defined by a signal-to-noise ratio (S/N) of 3.

bLOQ was defined by a S/N of 10.

cThe upper limits of the linear ranges may have been higher than 120 ng/L but the determined linear ranges were sufficient for the study.

Monitoring of GEO and 2-MIB only

Occurrences of GEO and 2-MIB in clarified water determined by GC/MS SIM (Section 2.5.3) are shown in Figure 5. 2-MIB was not detected by GC/MS SIM throughout the study, so it is not included in Figure 5. Periods with high GEO levels are indicated by red block arrows in Figure 5. GEO was present at high levels during late summer (late July and August). Its concentration stayed low temporarily during early fall (September) before rising again from October to mid-November. The GEO level decreased during late fall and early winter (mid-November to the end of December) until it was no longer quantifiable in mid-winter (January). Therefore, it could be concluded by GEO and 2-MIB monitoring that odor events mainly took place during late summer and mid-fall to early winter. Additionally, the decline of GEO concentration coincided with an increase in Lytle Creek supply's percentage until it reached 100% in 01/2023. Thus, GEO and odor occurrences in general, if only GEO and 2-MIB were analyzed for odor evaluation, primarily originated from Silverwood Lake. However, this deduction, regarding the temporal (late summer and mid-fall to early winter) and spatial (Silverwood Lake) patterns of overall drinking water odors, relied on the assumption that no recurring odorants other than GEO and 2-MIB were present.
Figure 5

GEO concentration in clarified water samples. Periods with elevated GEO levels are indicated by red block arrows. 2-MIB was not detected by GC/MS SIM throughout the study. The red dashed line and the green dashed line indicate LOQ and LOD, respectively. Circle markers indicate measured GEO values. Meanwhile, square markers on the red dashed line showing LOQ indicate that GEO was detected (>0.2 ng/L) but it could not be quantitated (<0.5 ng/L). Similarly, square markers on the green dashed line showing LOD indicate that GEO was not detected (<0.2 ng/L). Samples collected on 21/11/2022 and 27/12/2022 were not analyzed due to issues with the GC/MS system and sample delivery, respectively.

Figure 5

GEO concentration in clarified water samples. Periods with elevated GEO levels are indicated by red block arrows. 2-MIB was not detected by GC/MS SIM throughout the study. The red dashed line and the green dashed line indicate LOQ and LOD, respectively. Circle markers indicate measured GEO values. Meanwhile, square markers on the red dashed line showing LOQ indicate that GEO was detected (>0.2 ng/L) but it could not be quantitated (<0.5 ng/L). Similarly, square markers on the green dashed line showing LOD indicate that GEO was not detected (<0.2 ng/L). Samples collected on 21/11/2022 and 27/12/2022 were not analyzed due to issues with the GC/MS system and sample delivery, respectively.

Close modal

Combination of FPA, Sensory GC,, and GC/MS

Odor characterization by FPA

In addition to the earthy/musty odor character expected from GEO and 2-MIB, another recurring offensive odor was noticed in clarified water by FPA, and it was characterized as moldy. The panel average odor intensity values for both odor characters in clarified water throughout the study are shown in Figure 6. Periods with strong earthy/musty and moldy odors are indicated by red and blue block arrows in Figure 6, respectively. It was agreed by the panel that earthy and musty odor characters could not be distinguished from each other, so both characters were considered to be a single character – earthy/musty.
Figure 6

Panel average odor intensities for earthy/musty and moldy odors in clarified water measured by FPA. Periods with high earthy/musty odor intensities are indicated by red block arrows, while the period with high moldy odor intensities is indicated by a blue block arrow. It was agreed by the panel that earthy odor character could not be differentiated from musty odor character in practice. Therefore, both characters were treated as a single character – earthy/musty. Samples collected on 08/08/2022 and 27/12/2022 were not analyzed due to sample delivery issues.

Figure 6

Panel average odor intensities for earthy/musty and moldy odors in clarified water measured by FPA. Periods with high earthy/musty odor intensities are indicated by red block arrows, while the period with high moldy odor intensities is indicated by a blue block arrow. It was agreed by the panel that earthy odor character could not be differentiated from musty odor character in practice. Therefore, both characters were treated as a single character – earthy/musty. Samples collected on 08/08/2022 and 27/12/2022 were not analyzed due to sample delivery issues.

Close modal

High earthy/musty odor intensities in late summer and mid-fall (Figure 6) were consistent with elevated GEO concentrations during the same periods, as shown in Figure 5. However, a strong earthy/musty odor was perceived by FPA in late August and early September while GEO concentration was low at the same time. The discrepancy might have been caused by the presence of 2-MIB in clarified water. The OTC value of 2-MIB has been reported to be 1.2–1.3 ng/L at 45 °C by Piriou et al. (2009). This means that the probability of perceiving the odor of 2-MIB in water at 45 °C is 50% when the 2-MIB concentration reaches 1.2–1.3 ng/L. For the same reason, 2-MIB's earthy/musty odor could be confirmed by FPA in this study when 2-MIB concentration was higher than 1.2–1.3 ng/L because FPA was conducted at 45 °C and an odor was confirmed when half or more (50% or more) of the panel perceived the same odor (Section 2.4.2). By comparison, the LOD of 2-MIB was 3.3 ng/L (Section 2.5.3), which was higher than its OTC. As a result, it was possible for 2-MIB to be confirmed sensorially by FPA yet undetected by GC/MS SIM. If this was the case, FPA demonstrated superior sensitivity than GC/MS SIM for earthy/musty events monitoring.

Another discrepancy took place in late fall (November) when GEO concentration was high but earthy/musty odor intensities were low (Figure 6). The period coincided with the presence of chlorine odor. It was recorded as an odor note (Section 2.4.2) on 01/11/2022, and then it was confirmed with average intensity values of 2.5 and 3.3 on 14/11/2022 and 21/11/2022, respectively. Therefore, a higher-than-usual chlorination dosage was likely applied before rapid sand filtration (Figure 4) in late fall, and it likely led to a higher chlorine concentration in clarified water. Piriou et al. (2009) found that chlorine can mask the earthy/musty odor caused by GEO and 2-MIB. Thus, the discrepancy was probably caused by the masking effects of a higher level of chlorine.

A strong moldy odor showed up in mid-winter (January) when the earthy/musty odor disappeared (Figure 6) due to very low GEO concentration (Figure 5). Its appearance took place at the same time as the Lytle Creek supply became 100% of SWTP's raw water. Therefore, the patterns of odor occurrences determined by the common practice of monitoring GEO and 2-MIB only were questionable. A strong drinking water odor occurred in mid-winter, not just in late summer and mid-fall to early winter. Besides, Lytle Creek was likely a major odor source, just like Silverwood Lake.

Chemical cause of moldy odor

The moldy odor was first confirmed by FPA with an average intensity of 4.0 in the SWTP filtration effluent sample collected on 25/10/2022. It was clearly distinguished from earthy/musty odor by GEO and/or 2-MIB due to available odor references for the panel (Section 2.4.1). In order to identify the compound responsible for the moldy odor, GC/MS full scan analysis and parallel Sensory GC analysis were conducted on the sample. The moldy odor was perceived by Sensory GC, and its elution time matched that of purchased IPMP, a moldy odorous compound. In addition, a peak was noted in the GC/MS full-scan chromatogram (Figure 7). Its elution time and mass spectrum matched the purchased standard of IPMP as well. Therefore, IPMP was identified as the compound responsible for the moldy odor in SWTP's drinking water.
Figure 7

Peak of IPMP (marked by 1A) in GC/MS full scan chromatogram for SWTP filtration effluent (red) sampled on 25/10/2022. The chromatogram was overlaid with that acquired from GC/MS full scan analysis of Milli-Q water as background reference (dark blue).

Figure 7

Peak of IPMP (marked by 1A) in GC/MS full scan chromatogram for SWTP filtration effluent (red) sampled on 25/10/2022. The chromatogram was overlaid with that acquired from GC/MS full scan analysis of Milli-Q water as background reference (dark blue).

Close modal

Patterns of IPMP occurrences

Efforts were made to determine the spatial and temporal patterns of IPMP occurrences to explore the formation mechanism of IPMP. First, beginning 01/11/2022, the GC/MS SIM method was modified to include IPMP quantified (Table 2) in order to understand its spatial and temporal patterns. Before this, IPMP was not quantitated because its presence was unknown until 25/10/2022. IPMP concentration since 01/11/2022 in clarified water is shown in Figure 8. The spike in IPMP concentration in early January (indicated by the black block arrow in Figure 8) is consistent with an increase in moldy odor intensity at the same time (Figure 6). However, the moldy odor was confirmed by FPA on 07/11/2022 and 09/01/2023 (Figure 6) while IPMP was not detected on the same days. The discrepancy is consistent with an extremely low OTC of 0.2 ng/L at 40 °C previously reported for IPMP by Young et al. (1996) compared to its LOD of 0.5 ng/L by GC/MS SIM (Table 3). Since higher water temperature leads to stronger odor during sensory perception due to Henry's law (Dietrich & Burlingame 2020), IPMP's OTC is likely even lower than 0.2 ng/L at 45 °C where FPA was conducted. As a result, IPMP could be perceived sensorially by FPA yet undetected by GC/MS SIM for the same reason as 2-MIB (Section 3.2.1). Therefore, a more sensitive analysis was needed to better understand IPMP occurrences.
Figure 8

IPMP concentration in clarified water samples measured by GC/MS SIM. The period with elevated IPMP concentration is marked by a black block arrow. The red dashed line and the green dashed line indicate LOQ and LOD, respectively. Circle markers indicate measured IPMP values. Meanwhile, square markers on the red dashed line showing LOQ indicate that IPMP was detected (>0.5 ng/L), but it could not be quantitated (<1.5 ng/L). Similarly, square markers on the green dashed line showing LOD indicate that IPMP was not detected (<0.5 ng/L). Samples collected on 21/11/2022 and 27/12/2022 were not analyzed due to issues with the GC/MS system and sample delivery, respectively.

Figure 8

IPMP concentration in clarified water samples measured by GC/MS SIM. The period with elevated IPMP concentration is marked by a black block arrow. The red dashed line and the green dashed line indicate LOQ and LOD, respectively. Circle markers indicate measured IPMP values. Meanwhile, square markers on the red dashed line showing LOQ indicate that IPMP was detected (>0.5 ng/L), but it could not be quantitated (<1.5 ng/L). Similarly, square markers on the green dashed line showing LOD indicate that IPMP was not detected (<0.5 ng/L). Samples collected on 21/11/2022 and 27/12/2022 were not analyzed due to issues with the GC/MS system and sample delivery, respectively.

Close modal
Aside from limited sensitivity, another problem with the GC/MS SIM approach to understanding IPMP occurrences was that IPMP was not quantitated before 01/11/2022 because its presence was first confirmed in SWTP filtration effluent collected on 25/10/2022. Although moldy odor was not confirmed by FPA in clarified water before 01/11/2022, it was still possible that IPMP occurred in clarified water before then, but its moldy odor was masked by a stronger earthy/musty odor during FPA. To test the hypothesis, IPMP perception by Sensory GC was referred to, as shown in Figure 9. The odorants within the samples were first separated before their presentation to the odor analyst. Therefore, the absence of the moldy odor of IPMP could no longer be explained by interference from other compounds like FPA. In addition, Sensory GC was more sensitive toward IPMP than GC/MS SIM because IPMP was perceived by Sensory GC in samples where GC/MS SIM results were negative (07/11/2022, 14/11/2022, 05/12/2022, and 20/12/2022). Finally, unlike GC/MS SIM, no modification to the Sensory GC method was needed to detect IPMP since the human analyst sniffed the eluted compounds from the GC column throughout each run. Therefore, the moldy odor could still be perceived at the sniffing port if IPMP was present in clarified water before 01/11/2022. Sensory GC results clearly showed that IPMP was absent in summer to mid-fall before its frequent occurrence from late fall to mid-winter (marked by a blue block arrow in Figure 9). During the late fall and early winter months, the moldy odor caused by IPMP in clarified water was covered up from time to time (14/11/2022, 05/12/2022, and 20/12/2022) by earthy/musty odor from GEO, whose concentration was still in the process of decline (Figure 5). Eventually, the masking effect wore off in mid-winter due to sufficiently low GEO levels. The appearance of IPMP coincided with periods with a higher percentage of Lytle Creek supply in SWTP influent (Table 1). Thus, Lytle Creek supply was the apparent main IPMP contributor rather than SWP supply via Silverwood Lake.
Figure 9

Perceptions of IPMP by Sensory GC analysis of clarified water samples. The period with IPMP perceptions by Sensory GC and thus IPMP occurrences in clarified water is indicated by a blue block arrow. IPMP was considered perceived by Sensory GC when moldy odor was detected at the sniffing port and its elution time matched that of the purchased IPMP compound. Samples taken on 08/08/2022 and 27/12/2022 were not analyzed due to delivery issues. A sample collected on 21/11/2022 was not analyzed due to Sensory GC system issues.

Figure 9

Perceptions of IPMP by Sensory GC analysis of clarified water samples. The period with IPMP perceptions by Sensory GC and thus IPMP occurrences in clarified water is indicated by a blue block arrow. IPMP was considered perceived by Sensory GC when moldy odor was detected at the sniffing port and its elution time matched that of the purchased IPMP compound. Samples taken on 08/08/2022 and 27/12/2022 were not analyzed due to delivery issues. A sample collected on 21/11/2022 was not analyzed due to Sensory GC system issues.

Close modal

Odorant formation mechanisms

The discharge rate of Lytle Creek (IPMP source) throughout the study is shown in Figure 10. Every incident of IPMP detection by Sensory GC and/or perception of its moldy odor by FPA in clarified water and/or SWTP filtration effluent (indicated by red block arrows in Figure 10) was preceded by a sudden surge and drop of creek flow rate several days earlier. The sharp changes in Lytle Creek flow rate were likely caused by precipitation (Figure 11). Meanwhile, the absence of IPMP in summer coincided with a stable and low Lytle Creek discharge rate. IPMP is produced by soil organisms (Khiari et al. 1997) and thus its occurrence in water has been related to sediment disturbance (Zhang et al. 2016). Therefore, IPMP occurrence was most probably caused by precipitation leading to an abrupt change in Lytle Creek flow and subsequent sediment disturbance.
Figure 10

The discharge rate of Lytle Creek from 25/07/2022 to 09/01/2023 (USGS n.d.a). Times of IPMP occurrences in clarified water and/or SWTP filtration effluent are marked by red block arrows.

Figure 10

The discharge rate of Lytle Creek from 25/07/2022 to 09/01/2023 (USGS n.d.a). Times of IPMP occurrences in clarified water and/or SWTP filtration effluent are marked by red block arrows.

Close modal
Figure 11

Precipitation data from 25/07/2022 to 09/01/2023 at a nearby (4.8 miles) location from Lytle Creek flow rate monitoring site for data in Figure 10 (USGS n.d.c).

Figure 11

Precipitation data from 25/07/2022 to 09/01/2023 at a nearby (4.8 miles) location from Lytle Creek flow rate monitoring site for data in Figure 10 (USGS n.d.c).

Close modal

Future studies should further examine the hypothesis by long-term monitoring of Lytle Creek IPMP concentration, turbidity, flow rate, and precipitation in order to see if the sharp fluctuation of creek flow rate caused by precipitation always leads to an increase in both turbidity (sediment disturbance) and IPMP level. If so, Lytle Creek flow rate data may provide early warning to SWTP as the recipient to remove IPMP in its influent.

Another approach is to collect Lytle Creek sediment samples and stir them with filtered Lytle Creek water in a laboratory to observe if IPMP can be formed. A control group with a sterilized sediment sample can also be evaluated to understand whether IPMP production is a biotic or abiotic process. Determination of microbial constituents in Lytle Creek sediment is also warranted to identify potential IPMP producers.

By contrast, GEO and 2-MIB originate from a wide range of sources, including algae, cyanobacteria, actinomycetes, and fungi, as reviewed by Zahraei et al. (2021). In this study, the occurrences of strong earthy/musty odor caused by GEO and 2-MIB (marked by red block arrows in Figure 6) mostly coincided with high phytoplankton biomass in the water of Silverwood Lake, the source of GEO and 2-MIB (marked by green block arrows in Figure 12). Therefore, GEO and 2-MIB were likely produced by phytoplankton in Silverwood Lake from late summer to mid-fall (late July to end of October).
Figure 12

Phytoplankton biomass in Silverwood Lake water during the sampling period (G. D. Di Giovanni, personal communication, 2023). The period with elevated phytoplankton biomass in Silverwood Lake water is marked by a green block arrow. No data are available for the year 2023 but no Silverwood Lake water was supplied to SWTP during the sampling period in 2023 (Table 1).

Figure 12

Phytoplankton biomass in Silverwood Lake water during the sampling period (G. D. Di Giovanni, personal communication, 2023). The period with elevated phytoplankton biomass in Silverwood Lake water is marked by a green block arrow. No data are available for the year 2023 but no Silverwood Lake water was supplied to SWTP during the sampling period in 2023 (Table 1).

Close modal
However, the low phytoplankton biomass amount in Silverwood Lake water starting from the end of October (Figure 12) could not explain the high GEO concentration in November (Figure 5). Instead, the high GEO concentration in November was likely caused by organisms in Silverwood Lake sediment. It has been reported that reservoir sediment organisms can produce GEO and 2-MIB and then release them into bottom water next to the sediment (overlying water) (Zuo et al. 2010; Zhang et al. 2015; Qi et al. 2020; Wang et al. 2024). In November, the occurrence of the fall turnover event possibly enabled the GEO in overlying water to be transported upward through vertical mixing. Fall turnover is the start of the vertical mixing of lake water in the fall season due to the cooling of surface water (Illinois Environmental Protection Agency & Northeastern Illinois Planning Commission 1997). As a result of cooling, surface water that is previously warmer and thus lighter than bottom water in summer becomes denser. In the end, lake water is able to mix from top to bottom with the help of wind forces when water temperature becomes similar throughout the lake. In this study, the difference between surface and bottom water temperatures in Silverwood Lake shrank rapidly in late September until it became negligible in mid-November (Figure 13). Thus, the high GEO concentration in November (Figure 5) was likely the result of the fall turnover event. It brought GEO that was produced by sediment organisms and was previously contained in the bottom water to the rest of the water body. Future studies should further examine the mechanism by measuring the vertical GEO concentration profile in Silverwood Lake before and after the fall turnover event. Determination of microbial constituents in Silverwood Lake sediment in the future is also warranted in order to identify potential producers of GEO and 2-MIB. It should be noted that the microbial constituents in the sediment of Silverwood Lake were probably different from those in the sediment of Lytle Creek since different odorants were produced (Silverwood Lake – GEO; Lytle Creek – IPMP).
Figure 13

Silverwood Lake average vertical temperature gradient during the sampling period. The average vertical temperature gradient is the average drop in water temperature with an increase of 1 m in water depth. Therefore, a lower average vertical temperature gradient value means a smaller difference between surface and bottom water temperatures. It in turn means a higher tendency for lake water to mix vertically. Raw data used for the calculation of average vertical temperature gradient values were provided by G. D. Di Giovanni (personal communication, 2023). No data are available for the year 2023 but no Silverwood Lake water was supplied to SWTP during the sampling period in 2023 (Table 1).

Figure 13

Silverwood Lake average vertical temperature gradient during the sampling period. The average vertical temperature gradient is the average drop in water temperature with an increase of 1 m in water depth. Therefore, a lower average vertical temperature gradient value means a smaller difference between surface and bottom water temperatures. It in turn means a higher tendency for lake water to mix vertically. Raw data used for the calculation of average vertical temperature gradient values were provided by G. D. Di Giovanni (personal communication, 2023). No data are available for the year 2023 but no Silverwood Lake water was supplied to SWTP during the sampling period in 2023 (Table 1).

Close modal

The difference between the formation mechanism for IPMP (sediment disturbance by precipitation) and that for GEO and 2-MIB (phytoplankton and sediment organisms followed by fall turnover) was likely the cause of different spatial and temporal patterns between moldy odor from IPMP and earthy/musty odor from GEO and 2-MIB. In addition, the possible link between precipitation and IPMP formation has major implications for the effects of climate change on drinking water odor occurrences. Previous research has shown that heavy rainfall could decrease the concentrations of GEO and 2-MIB in reservoirs (Winston et al. 2014; Kim et al. 2021; Wu et al. 2022). Since it has been projected that California will encounter more extreme precipitation events in the future due to climate change (Swain et al. 2018; Huang et al. 2020; Feldman et al. 2021), Silverwood Lake as the origin of GEO and 2-MIB may play a lesser role in SWTP's drinking water odor occurrences during such events. On the other hand, Lytle Creek, as the source of IPMP, may contribute more to the overall odor nuisances or even become the sole odor source during precipitation extremes due to stronger sediment disturbance leading to more efficient IPMP formation. Future studies should investigate how future variations of precipitation caused by climate change will affect the relative contribution of the two water sources (Silverwood Lake and Lytle Creek) to the overall odor nuisances in SWTP's drinking water and its implications for water resource management.

Comparison of the two methods – monitoring of GEO and 2-MIB and the combination of the FPA, GC/MS, and Sensory GC

GEO and 2-MIB are the most common T&O compounds in water worldwide (Devi et al. 2021). Thus, their occurrence in water sources has been exclusively evaluated in order to understand T&O events (Howard 2020; Lee et al. 2020, 2023; Chislock et al. 2021; Goodling 2021; Franklin et al. 2023; Hooper 2023; Hooper et al. 2023; Jeong Hwan et al. 2023). However, their prevalence does not necessarily rule out the importance of other T&O compounds. The point was made in real-world scenarios in this case study where both the methods, to monitor GEO and 2-MIB only and an alternative method combining FPA, Sensory GC, and GC/MS, were applied simultaneously to the same drinking water for odor evaluation. By equating the presence of GEO and 2-MIB to the overall odor occurrences, it was concluded by monitoring the two odorants alone that SWTP's drinking water odor mainly occurred during late summer and mid-fall to early winter, and the odor originated from Silverwood Lake.

However, the application of FPA to clarified water successfully captured the presence of a moldy odor that could not be attributed to earthy/musty GEO and 2-MIB. Analysis by GC/MS combined with Sensory GC identified IPMP as the culprit. More importantly, it was also found that IPMP and its moldy odor were formed in the Lytle Creek supply instead of Silverwood Lake, where GEO and 2-MIB originated. Besides, occurrences of moldy IPMP took place during late fall to mid-winter instead of late summer and mid-fall to early winter when GEO and 2-MIB occurred. Similar cases where odorants other than GEO and 2-MIB occurred in drinking water during different periods and/or at different locations compared to the two compounds have been reported by previous research (Chen et al. 2010; Guo et al. 2021a; Adams et al. 2023a, 2023b; Zhu et al. 2023). Therefore, the chemical causes as well as the spatial and temporal patterns of drinking water odors cannot be comprehensively understood by monitoring GEO and 2-MIB only, despite the popularity of the approach. By comparison, the application of FPA first to perceive the presence of all odors is needed. Then the use of Sensory GC and GC/MS is necessary to identify and monitor the odorants causing the odors. The combination of these methods is an effective alternative for the analytical evaluation of drinking water odors.

Apart from better odor analysis, the combination of FPA, Sensory GC, and GC/MS can lead to better water management practices than GEO and 2-MIB monitoring only. For example, based on GEO and 2-MIB analysis, drinking water at SWTP could be considered low-risk in terms of odor nuisances during mid-winter due to low levels of the two odorants. However, IPMP could be formed during the same time and lead to odor events when monitoring efforts by water suppliers might have been limited because of low expectations of nuisances. Similarly, monitoring of GEO and 2-MIB only could lead to over-reliance on Lytle Creek supply by SWTP for drinking water when possible due to the wrong conclusion that Silverwood Lake, as the other available source, was the primary odor source (Section 3.1).

In fact, unlike previous years, when the Lytle Creek supply was typically limited in drier summer and fall seasons, Lytle Creek's flow rate after the sampling period (25/07/2022–09/01/2023) turned out to be much higher regardless of seasons (Figure 14) due to precipitation (Figure 15). Unaware of IPMP's presence, SWTP may have chosen to aggressively increase Lytle Creek supply in the summer and fall of 2023 to lower odor intensities by the dilution of Silverwood Lake water. Yet, the Lytle Creek flow rate in the summer of 2023 was not as stable as in the summer of 2022, so IPMP might have been produced by sediment disturbance, as discussed in Section 4.1, and then led to unexplained public complaints in the summer of 2023.
Figure 14

Lytle Creek discharge rate both during and after the sampling period (25/07/2022–09/01/2023) (USGS n.d.b). The last day of sample collection (09/01/2023) is marked by a vertical red dashed line.

Figure 14

Lytle Creek discharge rate both during and after the sampling period (25/07/2022–09/01/2023) (USGS n.d.b). The last day of sample collection (09/01/2023) is marked by a vertical red dashed line.

Close modal
Figure 15

Precipitation data both during and after the sampling period (25/07/2022–09/01/2023) at a nearby (4.8 miles) location from Lytle Creek flow rate monitoring site for data in Figure 14 (USGS n.d.d).

Figure 15

Precipitation data both during and after the sampling period (25/07/2022–09/01/2023) at a nearby (4.8 miles) location from Lytle Creek flow rate monitoring site for data in Figure 14 (USGS n.d.d).

Close modal

In conclusion, the combination of FPA, Sensory GC, and GC/MS could help the water facility with multiple water sources to better decide which water source to use and when to use it compared to GEO and 2-MIB monitoring. The conclusion is consistent with the findings by Zhu et al. (2023). In that study, analysis of GEO and 2-MIB only pointed to the supplementary reservoir as the primary odor source among multiple water sources. However, more complaints were made when the share of the supplementary reservoir in the total water supply was low or zero due to other odorous compounds. Thus, monitoring of GEO and 2-MIB only could not be relied on for water source selection in that case either.

Finally, the combination of FPA, followed by Sensory GC and GC/MS, can better direct odor mitigation efforts. At the time of the study, a plan to control the odor problems in SWTP water using granular activated carbon (GAC) filtration was under consideration. A feasibility study was planned for the future GAC filters. Specifically, clarified water would be spiked with high levels of GEO, 2-MIB, and IPMP to simulate an odor event and then passed through bench-scale GAC columns. By testing the influent and effluent of the GAC columns for GEO, 2-MIB, and IPMP, the ability of GAC filters to remove all three compounds simultaneously could be assessed. In this way, a possible scenario where GAC filters could only remove GEO and 2-MIB efficiently but not IPMP could be identified before the GAC filters' costly full-scale application. Such a possibility could not have been explored if only GEO and 2-MIB had been monitored for odor evaluation because IPMP would not have been identified in that way.

Future improvement

This study validated the use of FPA followed by Sensory GC and GC/MS to be an effective method to analyze the chemical causes as well as the spatial and temporal patterns of drinking water odors. FPA can be used to characterize drinking water odor nuisances regardless of their causative compounds. While odorants cannot be identified by FPA itself, the confirmed odor characters can be used as clues to identify the odorants by Sensory GC and parallel GC/MS full scan analysis. Then, analytical methods, such as GC/MS SIM in this study, can be applied to monitor all identified odorants in drinking water and understand their patterns. By monitoring only ions of interest with specific m/z values, GC/MS SIM has higher sensitivity than GC/MS full scan analysis, but the full scan analysis is usually needed at first to identify compounds for quantitation and their corresponding ions for monitoring (Zhu et al. 2022). Finally, FPA can provide feedback to the analytical methods in terms of the list of target compounds and their sensitivities. For example, confirmation of moldy odor character not attributable to the initial target compounds GEO and 2-MIB in this study by FPA (Section 3.2.1) indicated the presence of an odorant other than the two compounds. Besides, the perception of moldy odor by FPA on 07/11/2022 and 09/01/2023 in this study while its causative compound IPMP was undetected by GC/MS SIM (Section 3.2.3) proved that the sensitivity of GC/MS SIM for IPMP was insufficient. As a result, the three methods can complement each other for successful odor evaluation despite each of their limitations.

However, areas for improvement were also noted in the methodology. First, the frequency of sampling and analysis should be higher. The fact that the first-ever confirmation of moldy odor took place in SWTP filtration effluent instead of clarified water before filtration indicates that IPMP likely passed through the clarified water collection point between two weekly sampling events. Fortunately, the IPMP was retained in the pump station's well for filtration effluent storage and was captured there. In addition, Suffet et al. (1996) found that most drinking water T&O events lasted for less than a week, which is another justification for more frequent sampling and analysis. Since the limiting factor for frequency in this study was the time-consuming sample extraction by SPME and subsequent GC analyses, the adoption of an automatic GC sampler capable of SPME can greatly improve the overall sample processing efficiency.

Aside from frequency, the sensitivities of GC/MS SIM should be improved. In this study, though the odorant other than GEO and 2-MIB was identified as IPMP (Section 3.2.2), GC/MS SIM could not detect IPMP in samples with moldy odor perceived by FPA. Moreover, the LOD of GC/MS SIM for 2-MIB in this study was significantly higher than its OTC at 45 °C, which may explain samples where a strong earthy/musty odor was detected by FPA yet GEO concentration was low (Section 3.2.1). Alternative sample extraction techniques can be attempted for better GC/MS SIM sensitivities. For instance, Lian et al. (2019) achieved lower LOD values for IPMP (0.2 ng/L) and 2-MIB (0.3 ng/L) than those in this study (IPMP – 0.5 ng/L; 2-MIB – 3.3 ng/L) using online purge-and-trap GC/MS. The LOD value for 2-MIB (0.3 ng/L) was significantly lower than its OTC value of 1.2–1.3 ng/L at 45 °C (Piriou et al. 2009). Similarly, the LOD value for IPMP (0.2 ng/L) was the same as its OTC value at 40 °C (Young et al. 1996), though its OTC value at 45 °C is likely lower (Section 3.2.3). As for GEO, the LOD value was the same as the LOD in this study (0.2 ng/L), and it was lower than the OTC value of 0.4–0.86 ng/L for (-)-GEO (the naturally present isomer) at 45 °C (Piriou et al. 2009).

Another promising option is the application of the SPME Arrow for sample extraction. Due to improved design compared to conventional SPME fibers (Figure 16), SPME Arrows contain much higher volumes of extraction material (phase) than traditional SPME fibers (Herrington et al. 2020). As a result, sample extraction by SPME Arrows for environmental analysis could result in better sensitivities than those of conventional SPME fibers. For example, Kaziur et al. (2019) achieved LOD values of 0.09, 0.14, and 0.30 ng/L for IPMP, 2-MIB, and GEO in water using headspace sample extraction with the SPME Arrow, respectively. The LOD values for both IPMP and 2-MIB were far lower than those in this study using the traditional SPME fiber (IPMP – 0.5 ng/L; 2-MIB – 3.3 ng/L). They were also much lower than the OTC values for both compounds (IPMP – 0.2 ng/L at 40 °C (Young et al. 1996); 2-MIB – 1.2–1.3 ng/L at 45 °C (Piriou et al. 2009)). Although the LOD value for GEO (0.30 ng/L) was a little higher than that in this study (0.2 ng/L), it was still lower than the OTC value of 0.4–0.86 ng/L for (-)-GEO (the naturally present isomer) at 45 °C (Piriou et al. 2009). Since the application of the SPME Arrow is highly similar to the conventional SPME fiber, the option should be considered by laboratories already using traditional SPME fibers for water analysis so that only minimal modifications will be necessary. When all identified odorants in drinking water can be quantitated, statistical analysis can be applied to evaluate each compound's spatial and temporal patterns and even predict their presence in the future.
Figure 16

Scaled visual comparison of 1.5 mm (diameter of septum piercing needle) SPME Arrow (1), 1.1 mm SPME Arrow (2) and conventional 23-gauge SPME fiber (3) (Herrington et al. 2020). The three vertical red lines from left to right refer to the support tubing, septum piercing needle, and phase.

Figure 16

Scaled visual comparison of 1.5 mm (diameter of septum piercing needle) SPME Arrow (1), 1.1 mm SPME Arrow (2) and conventional 23-gauge SPME fiber (3) (Herrington et al. 2020). The three vertical red lines from left to right refer to the support tubing, septum piercing needle, and phase.

Close modal

Finally, it should be noted that FPA and Sensory GC require extra resources that may not be readily available to water utilities. In particular, a panel with multiple individuals and regular training with specific standards is necessary for both methods. It may result in additional hiring costs, sample analysis time, and training activities compared to GC/MS SIM alone, especially if an autosampler is available for GC/MS SIM. To minimize the burden on water utilities, a future study is warranted to evaluate the feasibility of setting up a laboratory that specializes in FPA and Sensory GC. In this way, multiple water facilities can send their samples to the same laboratory for FPA and Sensory GC instead of setting up a separate panel for every facility.

In this study, a comparison was made between the common practice in the water industry to monitor GEO and 2-MIB only and the combination of FPA to characterize all odors and subsequent Sensory GC and GC/MS to identify and monitor the odorants responsible for odors perceived by the FPA in their performance on drinking water odor evaluation. While GEO and 2-MIB mainly originated from Silverwood Lake during late summer and mid-fall to early winter, IPMP was found by the combination of FPA, Sensory GC, and GC/MS to occur in Lytle Creek from late fall to mid-winter. The different occurrence patterns between IPMP and GEO, 2-MIB were likely the result of different formation mechanisms. As a result, monitoring of GEO and 2-MIB alone failed to determine the chemical causes as well as the spatial and temporal patterns of odor events. Conclusions based on GEO and 2-MIB only could lead to problematic actions by SWTP during source selection and treatment application. By comparison, the application of FPA followed by Sensory GC and GC/MS allowed for the identification of potential problems with these actions and implications of climate change for drinking water odor occurrences. The study should raise awareness of odorous compounds other than GEO and 2-MIB, their role in drinking water odor issues, and the ability of the combination of FPA, Sensory GC, and GC/MS to identify them and take them into consideration.

We thank San Gabriel Valley Water Company for the financial support of the study. It is acknowledged that Josh M. Swift of the San Gabriel Valley Water Company, 15966 Arrow Route, Fontana, CA 92335, was the extremely helpful coordinating official of the Water Company that enhanced the ability of this study.

Free and informed consent of the participants or their legal representatives was obtained and the study protocol was approved by the appropriate Committee for the Protection of Human Participants UCLA Medical Institutional Review Board (MIRB), by the UCLA, CA, USA, IRB#11-002514 from 07/12/2021 to 23/05/2024.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

Adams
H.
,
Reeder
S.
&
Southard
M.
(
2021
)
Monitoring programs are an evolving process: detection of T&O in filter media
,
Journal-American Water Works Association
,
113
(
8
),
40
47
.
Adams
H.
,
Pochiraju
S.
,
Ikehata
K.
,
Southard
M.
,
Reeder
S.
,
Appleton
E.
&
Nix
D.
(
2023a
)
New production pathway of musty 2, 4, 6-tribromoanisole during raw water disinfection processes at a surface water treatment plant
,
Water Supply
,
23
(
11
),
4416
4424
.
Adams
H.
,
Southard
M.
,
Reeder
S.
,
Appleton
E.
&
Nix
D.
(
2023b
)
Measuring the effectiveness of an integrated algae bloom, T&O, and cyanotoxin monitoring program
,
Water Practice & Technology
,
18
(
12
),
3021
3034
.
American Public Health Association (APHA), American Water Works Association (AWWA), & Water Environment Federation (WEF)
(
2017
)
Standard Methods for the Examination of Water and Wastewater
, 23rd edn.
Washington, DC, USA: APHA Press
.
American Public Health Association (APHA), American Water Works Association (AWWA), & Water Environment Federation (WEF)
(
2023
)
Standard Methods for the Examination of Water and Wastewater
, 24th edn.
Washington DC, USA: APHA Press
.
Chislock
M. F.
,
Olsen
B. K.
,
Choi
J.
,
Abebe
A.
,
Bleier
T. L.
&
Wilson
A. E.
(
2021
)
Contrasting patterns of 2-methylisoborneol (MIB) vs. geosmin across depth in a drinking water reservoir are mediated by cyanobacteria and actinobacteria
,
Environmental Science and Pollution Research
,
28
,
32005
32014
.
Dietrich
A. M.
&
Burlingame
G. A.
(
2020
)
A review: the challenge, consensus, and confusion of describing odors and tastes in drinking water
,
Science of The Total Environment
,
713
,
135061
.
Fechner
G. T.
(
1860
)
Elemente der psychophysik
, Vol.
2
.
Leipzig, Germany: Breitkopf u. Härtel
.
Feldman
D. R.
,
Tadić
J. M.
,
Arnold
W.
&
Schwarz
A.
(
2021
)
Establishing a range of extreme precipitation estimates in California for planning in the face of climate change
,
Journal of Water Resources Planning and Management
,
147
(
9
),
04021056
.
Franklin
H. M.
,
Podduturi
R.
,
Jørgensen
N. O.
,
Roberts
D. T.
,
Schlüter
L.
&
Burford
M. A.
(
2023
)
Potential sources and producers of 2-methylisoborneol and geosmin in a river supplying a drinking water treatment plant
,
Chemical Engineering Journal Advances
,
14
,
100455
.
Goodling
P. E.
(
2021
)
Development of a Predictive Model for Taste and Odor Episodes in Regional Drinking Water Reservoirs
.
Doctoral dissertation
,
Auburn University
.
Guo, Q., Yu, J., Li, X., Chen, T., Wang, C., Li, Z., Ma, W., Ding, C. & Yang, M.
(
2020
)
A systematic study on the odorants characterization and evaluation in a plain reservoir with wetlands ecosystem
,
Journal of Hazardous Materials
,
393
,
122404
.
Guo, Q., Ding, C., Xu, H., Zhang, X., Li, Z., Li, X., Yang, B., Chen, T., Wang, C. & Yu, J.
(
2021a
)
Diagnosing complex odor problems occurring in micro-polluted source water: primary approach and application
,
Environmental Pollution
,
271
,
116373
.
Guo
Q.
,
Li
Z.
,
Chen
T.
,
Yang
B.
&
Ding
C.
(
2021b
)
Implications for emergency response to the severe odor incident occurred in source water: potential odorants and control strategy
,
Environmental Science and Pollution Research
,
28
,
67022
67031
.
Guo, Q., Zhang, X., Li, X., Chen, T., Yang, B., Ding, C., Wang, C., Pan, M., Ma, W. & Yu, J.
(
2021c
)
Variation and mitigation of musty, septic, chemical, grassy, fishy odors and corresponding odorants in a full-scale drinking water treatment plant with advanced treatments
,
Chemosphere
,
269
,
128691
.
Herrington
J. S.
,
Gómez-Ríos
G. A.
,
Myers
C.
,
Stidsen
G.
&
Bell
D. S.
(
2020
)
Hunting molecules in complex matrices with spme arrows: a review
,
Separations
,
7
(
1
),
12
.
Hooper
A. S.
(
2023
)
Environmental Triggers for Geosmin and 2-MIB Production in Drinking Water Reservoirs
.
Doctoral dissertation
,
Cardiff University
.
Howard
C. S.
(
2020
)
Taste and Odor Event Dynamics of a Midwestern Freshwater Reservoir
.
Doctoral dissertation
.
Illinois Environmental Protection Agency & Northeastern Illinois Planning Commission
(
1997
)
Lake Stratification and Mixing
.
Springfield, IL: Illinois Environmental Protection Agency. Retrieved 8 February 2025. Available at: https://epa.illinois.gov/content/dam/soi/en/web/epa/documents/water/conservation/lake-notes/lake-stratification.pdf.
Khiari
D.
,
Brenner
L.
,
Burlingame
G. A.
&
Suffet
I. H.
(
1992
)
Sensory gas chromatography for evaluation of taste and odor events in drinking water
,
Water Science and Technology
,
25
(
2
),
97
104
.
Khiari
D.
,
Suffet
I. H.
&
Barrett
S. E.
(
1995
)
The determination of compounds causing fishy/swampy odors in drinking water supplies
,
Water Science and Technology
,
31
(
11
),
105
112
.
Khiari
D.
,
Barrett
S. E.
&
Suffet
I. H.
(
1997
)
Sensory GC analysis of decaying vegetation and septic odors
,
Journal-American Water Works Association
,
89
(
4
),
150
161
.
Kim
S.
,
Hayashi
S.
,
Masuki
S.
,
Ayukawa
K.
,
Ohtani
S.
&
Seike
Y.
(
2021
)
Effect of rainfall and pH on musty odor produced in the Sanbe reservoir
,
Water
,
13
(
24
),
3600
.
Lee
E. S.
,
Kim
Y. N.
,
Kim
S. B.
,
Jung
J. S.
,
Cha
Y. S.
&
Kim
B. S.
(
2020
)
Distribution and characteristics of geosmin and 2-MIB-producing actinobacteria in the Han River, Korea
.
Water Supply
,
20
(
5
),
1975
1987
.
Paulino
R.
,
Tamburic
B.
,
Stuetz
R. M.
,
Zamyadi
A.
,
Crosbie
N.
&
Henderson
R. K.
(
2023
)
Critical review of adsorption and biodegradation mechanisms for removal of biogenic taste and odour compounds in granular and biological activated carbon contactors
,
Journal of Water Process Engineering
,
52
,
103518
.
Piriou
P.
,
Devesa
R.
,
De Lalande
M.
&
Glucina
K.
(
2009
)
European reassessment of MIB and geosmin perception in drinking water
,
Journal of Water Supply: Research and Technology – AQUA
,
58
(
8
),
532
538
.
Qi, C., Zhang, L., Fang, J., Lei, B., Tang, X., Huang, H., Wang, Z., Si, Z. & Wang, G.
(
2020
)
Benthic cyanobacterial detritus mats in lacustrine sediment: characterization and odorant producing potential
,
Environmental Pollution
,
256
,
113453
.
Quintana
J.
,
Vegué
L.
,
Martín-Alonso
J.
,
Paraira
M.
,
Boleda
M. R.
&
Ventura
F.
(
2016
)
Odor events in surface and treated water: the case of 1, 3-dioxane related compounds
,
Environmental Science & Technology
,
50
(
1
),
62
69
.
Suffet
I. H.
,
Corado
A.
,
Chou
D.
,
McGuire
M. J.
&
Butterworth
S.
(
1996
)
AWWA taste and odor survey
,
Journal-American Water Works Association
,
88
(
4
),
168
180
.
Suffet
I. H.
,
Schweitze
L.
&
Khiari
D.
(
2004
)
Olfactory and chemical analysis of taste and odor episodes in drinking water supplies
,
Reviews in Environmental Science and Biotechnology
,
3
,
3
13
.
Suffet
I. H.
,
Braithwaite
S. R.
,
Zhou
Y.
&
Bruchet
A.
(
2019
)
The drinking water taste-and-odour wheel after 30 years
. In: Lin, T. F., Watson, S., Dietrich, A. M. & Suffet, I. H. (eds).
Taste and Odour in Source and Drinking Water: Causes, Controls, and Consequences
.
London: IWA Publishing.
https://doi.org/10.2166/9781780406664_0011.
Swain
D. L.
,
Langenbrunner
B.
,
Neelin
J. D.
&
Hall
A.
(
2018
)
Increasing precipitation volatility in twenty-first-century California
,
Nature Climate Change
,
8
(
5
),
427
433
.
United States Geological Survey (USGS)
(
n.d.a
)
Lytle C NR Fontana CA
.
United States Geological Survey (USGS)
(
n.d.b
)
Lytle C NR Fontana CA
.
United States Geological Survey (USGS)
(
n.d.c
)
MF Lytle C Precip Gage NR Lytle Creek CA - 341509117312601
.
United States Geological Survey (USGS)
(
n.d.d
)
MF Lytle C Precip Gage NR Lytle Creek CA - 341509117312601
.
Wang, C., Liu, T., Jia, Z., Su, M., Dong, Y., Guo, Q., Yang, M. & Yu, J. (
2023
)
Unraveling the source-water fishy odor occurrence during low-temperature periods: odorants identification, typical algae species and odor-producing potential
,
Science of The Total Environment
,
905
,
166998
.
Wang, J., Zhu, H., Wang, C., Zhang, L., Zhang, R., Jiang, C., Wang, L., Tan, Y., He, Y., Xu, S. & Zhuang, X.
(
2024
)
Identification and distribution characteristics of odorous compounds in sediments of a shallow water reservoir
,
Water
,
16
(
3
),
455
.
Winston
B.
,
Hausmann
S.
,
Scott
J. T.
&
Morgan
R.
(
2014
)
The influence of rainfall on taste and odor production in a south-central USA reservoir
,
Freshwater Science
,
33
(
3
),
755
764
.
Young
W. F.
,
Horth
H.
,
Crane
R.
,
Ogden
T.
&
Arnott
M.
(
1996
)
Taste and odour threshold concentrations of potential potable water contaminants
,
Water Research
,
30
(
2
),
331
340
.
Young
C. C.
,
Suffet
I. M.
,
Crozes
G.
&
Bruchet
A.
(
1999
)
Identification of a woody-hay odor-causing compound in a drinking water supply
,
Water Science and Technology
,
40
(
6
),
273
278
.
Yu
J. W.
,
Zhao
Y. M.
,
Yang
M.
,
Lin
T. F.
,
Guo
Z. H.
,
Gu
J. N.
,
Li
S.
&
Han
W.
(
2009
)
Occurrence of odour-causing compounds in different source waters of China
,
Journal of Water Supply: Research and Technology – AQUA
,
58
(
8
),
587
594
.
Yu
J.
,
An
W.
,
Cao
N.
,
Yang
M.
,
Gu
J.
,
Zhang
D.
&
Lu
N.
(
2014
)
Quantitative method to determine the regional drinking water odorant regulation goals based on odor sensitivity distribution: illustrated using 2-MIB
,
Journal of Environmental Sciences
,
26
(
7
),
1389
1394
.
Zahraei
S. K.
,
Salemi
A.
&
Schmidt
T. C.
(
2021
)
Sample preparation for determination of water taste and odor compounds: a review
,
Trends in Environmental Analytical Chemistry
,
32
,
e00149
.
Zhang
K.
,
Zhang
T.
,
Deng
Y.
,
Gao
N.
&
Yang
Y.
(
2015
)
Occurrence of algae and algae-related taste and odour (T&O) compounds in the Qingcaosha Reservoir, China
,
Journal of Water Supply: Research and Technology – AQUA
,
64
(
7
),
824
831
.
Zhang
Y.
,
Zhang
N.
,
Xu
B.
,
Kumirska
J.
&
Qi
F.
(
2016
)
Occurrence of earthy–musty taste and odors in the Taihu Lake, China: spatial and seasonal patterns
,
RSC Advances
,
6
(
83
),
79723
79733
.
Zhu
J.
,
Stuetz
R. M.
,
Hamilton
L.
,
Power
K.
,
Crosbie
N. D.
&
Tamburic
B.
(
2022
)
Management of biogenic taste and odour: from source water, through treatment processes and distribution systems, to consumers
,
Journal of Environmental Management
,
323
,
116225
.
Zhu
J.
,
Stuetz
R. M.
,
Hamilton
L.
,
Power
K.
&
Tamburic
B.
(
2023
)
Odour management in drinking water systems fed by mixed water supplies
,
Journal of Water Process Engineering
,
56
,
104329
.
Zuo
Y.
,
Li
L.
,
Zhang
T.
,
Zheng
L.
,
Dai
G.
,
Liu
L.
&
Song
L.
(
2010
)
Contribution of Streptomyces in sediment to earthy odor in the overlying water in Xionghe Reservoir, China
,
Water Research
,
44
(
20
),
6085
6094
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).