Who Smells? Forecasting Taste and Odor in a Drinking Water

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Who smells? Forecasting taste and odor in a drinking water reservoir Michael J. Kehoe, Kwok P. Chun, and Helen M. Baulch Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.5b00979 • Publication Date (Web): 12 Aug 2015 Downloaded from http://pubs.acs.org on August 13, 2015

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Who smells? Forecasting taste and odor in a

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drinking water reservoir

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Michael J. Kehoe*1,2, Kwok P. Chun2, Helen M. Baulch,1,2

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1. School of Environment and Sustainability, University of Saskatchewan, Saskatoon,

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Saskatchewan, Canada

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2. Global Institute for Water Security, University of Saskatchewan, Saskatoon, Saskatchewan,

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Canada

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KEYWORDS taste and odor, forecasting, random forest, water treatment

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* Phone: 1306 966 7226, Fax: 1306 966 1193, Email: [email protected].

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ABSTRACT

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Taste and odor problems can impede public trust in drinking water, and impose major costs on

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water utilities. The ability to forecast taste and odor events in source waters, in advance, is

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shown for the first time in this paper. This could allow water utilities to adapt treatment, and

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where effective treatment is not available, consumers could be warned. A unique 24-year time

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series, from an important drinking water reservoir in Saskatchewan, Canada, is used to develop

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forecasting models of odor using chlorophyll a, turbidity, total phosphorous, temperature, and

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the following odor producing algae taxa: Anabaena spp., Aphanizemenon spp., Oscillatoria spp.,

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Chlorophyta, Cyclotella spp. and Asterionella spp.. We demonstrate, using linear regression and

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random forest models, that odor events can be forecast at 0-26 week time lags, and that the

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models are able to capture a significant increase in threshold odor number in the mid-1990s.

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Models with a fortnight time-lag show high predictive capacity (R2 = 0.71 for random forest;

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0.52 for linear regression). Predictive skill declines for time lags from 0 to 15 weeks, then

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increases again, to R2 values of 0.61 (random forest) and 0.48 (linear regression) at a 26-week

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lag. The random forest model is also able to provide accurate forecasting of TON levels

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requiring treatment 12 weeks in advance - 93% true positive rate with 0% false positive rate.

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Results of the random forest model demonstrate that phytoplankton taxonomic data outperform

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chlorophyll a in terms of predictive importance.

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INTRODUCTION

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Smell and taste are the primary ways people assess the quality of their drinking water. The

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occurrence of taste and odor (T&O) compounds in treated water can erode public confidence in

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drinking water safety 1. Furthermore, T&O’s may reflect anthropogenic degradation of water

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quality 2. It is not surprising that taste and odor compounds in drinking water have long had

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significant social and economic effects 3. The costs associated with treatment and avoidance of

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these problems are substantial 4. In the US, it is estimated that consumers now spend more than

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$813 million annually on bottled water, to avoid tastes and odors associated with algal

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metabolites 5. At the Buffalo Pound Water Treatment Plant, in Saskatchewan Canada,

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regeneration of the approximate 1000 tonnes of granular activated carbon, used each year for

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removal of T&O compounds, amounts to 8% of the annual plant operating costs (Personal

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communication from Ryan Johnson 6). Besides affecting drinking water, T&O compounds also

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spoil the taste of fish – creating major issues in the aquaculture industry 7.

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Taste and odor compounds are produced by a number of different phytoplankton and bacteria

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genera. Cyanobacteria and actinobacteria produce two of the most problematic T&Os: geosmin

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(trans-1, 10-dimethyl-trans-9-decalol) and MIB (2-methylisoborneol). Both compounds are

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recalcitrant to common treatment options 4 and can be detected at extremely low concentrations –

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1.3 ng/L for geosmin and 6.3 ng/L for MIB 8. Amongst the cyanobacteria, only filamentous

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genera have been found to produce geosmin and MIB 9. Like cyanobacteria, only a subset of

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actinobacteria produce geosmin and MIB 10. Actinobacteria are commonly assumed to contribute

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to aquatic taste and odor via runoff from soils into surface waters 9. However, actinobacteria can

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also function within aquatic environments producing MIB from the metabolism of phytoplankton

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as a carbon source 11. Diatoms and chrysophytes can also produce taste and odor compounds. In

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their case, the T&Os are produced after death due to enzymatic degradation of their

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polyunsaturated fatty acids by bacteria 12. These T&Os are more easily degraded than geosmin

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and MIB and as a result, tend to be a lesser issue for drinking water treatment. As with

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cyanobacteria and actinobacteria, only particular species of diatoms and chrysophytes are

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associated with T&Os. One notable species of diatom producing T&Os is Cyclotella - a common

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constituent of spring blooms in temperate lakes which can produce sulfur-based T&O’s 13.

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Beyond these microbial sources there are a number of other compounds which can cause taste

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and odor issues. These include pesticides and other pollutants, and chemicals used in treatment 8.

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The development of models for predicting or forecasting taste and odor events has been

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hampered by a lack of long-term time series. To date most studies have used linear regression

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models that contain common parameters associated with phytoplankton productivity (e.g.,

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chlorophyll a, turbidity/water transparency, and total phosphorus) to predict concentrations of

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taste and odor compounds 14-18. This linear modelling approach has been extended to non-linear

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models, which include a broader range of parameters, including microbial abundance data 19, 20.

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Most recently, non-linear models have been developed that include detailed measurements of

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hydrodynamics and phytoplankton data with a view to incorporation in hydrodynamic models 21.

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However, all of these models are based on short-term datasets – ranging from single time points

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up to three years 21- which can make assessment of model performance and relationships among

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variables difficult.

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In this paper, we develop, for the first time, forecasting models of odor in a drinking water

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source using routine water quality inputs and algal numbers. Our models are tested for their

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ability to predict taste and odor at future times, not just current conditions. This is something not

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explicitly explored in previous studies. We apply the longest known time series of odor

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dynamics to calibrate and validate random forest and linear regression models. The primary

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modelling objective was to predict threshold odor number a fortnight in advance as this is a

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timescale which allows preparation of treatment options and public warning if needed. But we

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also tested the predictive ability of models forecasting at a range of time delays in order to

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understand at what time scale odor can be predicted. The uncertainty of the models predictions is

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quantified and receiver operator curves are constructed for selected models.

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MATERIALS AND METHODS

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Study site and data description

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Buffalo Pound Lake (Saskatchewan, Canada) (S1) is a eutrophic reservoir that supplies drinking

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water to approximately 1/4 of the population of Saskatchewan – approximately 230,000 people.

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The lake is shallow (3 m average depth), narrow (1 km), and long (29 km). Originally a very

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shallow natural lake, the lake depth has been increased by the installation of a dam (the first

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being constructed in 1939). Motivated in part by persistent issues with taste and odor, the

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Buffalo Pound water treatment plant has been monitoring a range of water quality parameters

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since 1977. Collected weekly, the data includes threshold odor number (TON) along with

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standard water quality parameters such as chlorophyll a, total phosphorus, temperature and

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turbidity (methods summarized in S2). The data also includes weekly phytoplankton count. Algal

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genus identification was conducted by trained staff but not trained taxonomists. This data

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afforded an opportunity to identify whether phytoplankton abundance (by genera as well as

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division) provides more useful predictors than the more commonly used biogeochemical

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parameters. In this study, we restrict our analysis to periods where complete weekly data for the

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parameters of interest were available. This meant that possible predictors, nitrate and ammonia,

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were excluded from the models (due to variation in measurement frequency). Some

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phytoplankton data has been misplaced and so a continuous data set was not available.

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Nonetheless, despite these shortcomings, 1251 weeks (24 years) of data, spanning 1982-2011,

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were left with which to calibrate and validate forecasting models.

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Threshold odor number

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Threshold odor number (TON) is an indicator of water odor persistence -not intensity-

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determined using serial dilutions with odor-free water. The water treatment plant uses a modified

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version of the 2150B method of the American Public Health Association 22. Beginning with the

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most diluted samples first, multiple trained individuals (an odor panel) are asked to report the

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first dilution at which the odor can be detected. Despite analytical advances that now allow the

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detection of individual T&O compounds at very low concentrations, TON remains a common

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method for determining the magnitude of taste and odor compounds

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method include low cost, simplicity (with no complex instrumentation requirements), and

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generality – that is -- all compounds perceptible to the odor panel are reported, rather than having

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to test for the tens of compounds that can cause taste and odor 8. Furthermore, if water is from a

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common source and proper standardized procedures are followed, variation in human perception

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is similar to the variation of direct chemical analysis 25. However, critiques of the method include

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the fact it is not a direct measure of odor intensity and may not correlate with consumer

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complaints or reflect treatment options (26 ; but see

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and not absolute intensity. While more recent sensory methods (e.g., flavor profile analyses

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may ultimately supersede TON, TON data constitute a valuable long-term source of information

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on odor problems where records and consistent methodology have been maintained.

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. Advantages of this

). It is also a measure of odor persistence 22

)

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Model Development

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The dataset was filtered to exclude parameters, and time periods for which weekly data were

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not available. Due to missing phytoplankton data, the periods 1985-1987 and 1993-1995 were

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omitted from the model. This left 1275 weeks with which to construct the models.

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following 9 predictors were then chosen for our model-based analyses: chlorophyll a, turbidity,

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total phosphorous, temperature, and the following phytoplankton taxa: Anabaena spp.,

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Aphanizemenon spp./Oscillatoria spp., Chlorophyta, Cyclotella spp. and Asterionella spp.

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Aphanizemenon spp. and Oscillatoria spp. data were combined because the data record had them

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sometimes recorded separately and sometimes together.

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phosphorous and temperature have all featured in previous odor modelling studies (Table S3)

The

Chlorophyll a, turbidity, total

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and we wanted to see how they compared against the algal data as predictors. Predictors were

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used in linear and non-linear models with the objective of predicting natural logarithm

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transformed TON. Linear (regression) and non-linear models (random forests) were calibrated

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and

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calibration/validation process was repeated 100 times in order to quantify the uncertainty

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resulting from the choice of calibration and validation dataset.

validated

(90-10%

split)

on

randomized

subsets

of

the total

dataset.

This

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The point of any forecasting model is to predict events in advance. If water treatment plants can

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be warned of taste and odour problems before they happen then they can make preparations to

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treat and manage the problem. It also affords managers time to reassure the community that,

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while unpleasant, common taste and odour compounds are safe for consumption. By comparing

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the predictive performance of models at different time lags it is possible determine which

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forecasting time lags are feasible. Models were calibrated for 27 different forecasting time-lags

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ranging from the current levels (i.e. no time to lag) up to 26 weeks in advance – in one week

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increments. More formally, models were calibrated to predict taste and odour ( ) for the

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predictor variables  ,

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 = ( ) (Equation 1)

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Where  is the specific model (random forest or linear regression), and n is a range of different

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time lags (n=0-26). This allowed quantification of how the predictive importance of the predictor

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variables changes with the forecasting time-lag.

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The model construction methodology contained elements which were similar for both the linear

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regression and random forest models, as well as some which were different. In what follows the

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linear regression and random forest models are described, then the general procedure used to

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calibrate, validate and measure model performance is explained in detail.

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The linear regression model constructed according to equation 2:

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( ) = ∑

 ( )  +  (Equation 2)

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Where ( ) is the predicted log-transformed TON values,  is bias, and  are the respective

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coefficients of each of the n=9 predictor variables ( ). Uncertainty in model predictions was

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calculated at the 95% confidence level. All standard assumptions of the linear regression model

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were tested. The primary purpose of using a linear model was to provide a baseline against

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which to compare the non-linear random forest model. The R function ‘lm’

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linear regression modelling.

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was used for all

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Random forests are an ensemble machine learning method which constructs a non-linear

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function based on the mean response of an ensemble of simpler decision tree models 28. Random

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forests are increasingly being used to model and understand environmental systems 29. The

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random forest is an application of bagging to decisions trees. Bagging is an ensemble modelling

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method designed to avoid over-fitting of models 30. A large number of simple or weak models

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are constructed on random sub-samples of a dataset, and then aggregated in some way - usually

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averaging in the case of regression, and mode in the case of decision making. Bagging can be

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applied to any model type, for example, a linear regression model, but when applied to decision

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trees it is known as a random forest 28. Construction of a random forest proceeds as follows.

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First, a random subset of the whole data set is selected and a decision tree constructed 31. This

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random model construction process is then repeated a number of times until an ensemble of

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decision trees exists. Each member of the random forest ensemble is a simple decision tree

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biased towards predicting their own particular training data, and they make poor predictors of the

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total dataset. However, provided the trees are not correlated – i.e. not calibrated on similar data

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sets - when the mean prediction (in the case of regression) of a large number of these randomly

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constructed simple decisions trees (forest) is calculated, they produce low variance and unbiased

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predictions 28. Besides the mean response, higher order statistics- such as standard deviation or

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skewness- can also be useful. The standard deviation of the ensemble predictions provides

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information on the degree of disagreement amongst trees on a particular prediction. Here we

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report uncertainty as plus and minus two standard deviations from the mean ensemble prediction.

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A further advantage of random forests is that they are able to also provide information on the

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relative importance of different predictors. This is done by considering how prediction accuracy

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changes when a given parameter is excluded from the model. Here this is calculated as the

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average reduction in mean square error. All random forest models developed here were with the

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‘randomForest’ package 32. Here 500 trees were constructed for each ensemble and bagging was

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carried out with replacement. This means that for each iteration, the data used to calibrate a

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member decision tree was returned to the total dataset for possible subsequent selection.

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The same general procedure was followed for the development of both the linear regression and

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random forest models. For each model type a random 90% subset of the available dataset was

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chosen to be for calibration with the remaining 10% reserved for validation. The performance of

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model at predicting log-transformed TON on both the calibration and validation data sets was

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quantified using the coefficient of determination or R2

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    = 1 − ∑ (Equation 2)  ( )

∑ (  ) 



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The choice of which subset of data to use for calibration and which to use for validation can

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affect model identification. If processes underlying the data set are not continuously present then

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there is potential for the decision of how to break up the data set in to calibration and validation

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datasets to affect model identification. For example, different choices of calibration set could

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result in different parameter estimations for the linear regression model. Here we wanted to

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estimate the uncertainty involved in this choice. To do this the calibration/validation procedure

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was repeated, on different randomly selected subsets, 100 times. The 95% confidence level of

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R2, random forest variable importance and linear regression model coefficients were all then

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estimated as their mean value plus and minus two standard deviations.

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The performance of the random forest was assessed further. The two-week time lag model

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performance was assessed by correlation analyses between the observed and predictive values.

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Then the ability of the random forest model to correctly classify exceedance of TON of 10 at 2

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week, 12 week and 26 week time lag was assessed using receiver operator curve plots.

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Exceedance of TON 10 is sufficient to trigger extra treatment procedure at the water treatment

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plant so it is operationally important that the models are good at predicting this. Receiver

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operator curves are a method for determining a corresponding threshold in model predictions

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which best balance correctly predicting exceedance of TON 10 (true positives) versus incorrectly

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predicting exceedance of TON 10 (false positives). First the transformed observed TON data was

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converted a boolean variable based on whether or not the individual values exceeded 10.

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Receiver operator curves were then constructed using the R package ‘ROCR’ 33. The method

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implemented in the package calculates the true positive and false positive rates for different

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choices of thresholds which cover the range of model predictions. For example, a threshold

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greater than the highest model prediction means all the model predictions are mapped to FALSE

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(no exceedance of TON 10). This leads to a true positive rate and false positive rate of zero by

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definition. The threshold is then progressively increased and corresponding true positive and

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false positive values calculated. Eventually the model predictions are all mapped to TRUE and

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the true positive and false positive rate are both one by definition. By analyzing a plot of the true

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positive rate against the false positive rate, a threshold in the model predictions which best

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predict exceedance of TON 10 but minimize incorrect prediction of this value can be identified.

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By calculating curves for random forest models of short (2 week), mid (12 week) and long (26

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week) time lags it is possible to provide the water treatment plant with predictions of the

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likelihood of TON exceeding the treatment threshold (true positive rate) well ahead of time and

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also quantify the likelihood of these predictions being wrong (false positive rate). With ROC

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analysis the greater the area under the curve the better the performance of the model at

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classifying the observed data at all thresholds. The optimal threshold is somewhat an arbitrary

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choice which depends on the relative benefits and costs of true positive and false positives.

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However, the value which best balances true positive predictions versus false positives is the

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point on the graph closest to the top left of the graph, and it was this measure we chose to use to

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compare the different models. All the ROC analysis was carried out on model predictions of the

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validation data set (10% of total data).

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Annual TON values in Buffalo Pound appear to have increased since the approximately the mid

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1990’s. A hypothesis that this might represent a regime shift in the TON variables was tested. A

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test of regime shift was conducted using a method developed for climate data 34. This method

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works by conducting sequential t-tests. New values in time are compared to historical values and

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if they are significantly different (p