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Probabilistic models for assessing the impact of salinization and chemical pollutants.

Abstract: Development and rapid population growth have impacted Oman's water resources significantly. Increasing the degradation of groundwater quality by salinization and chemical contaminants threaten primary sources of drinking water drinking water

supply of water available to animals for drinking supplied via nipples, in troughs, dams, ponds and larger natural water sources; an insufficient supply leads to dehydration; it can be the source of infection, e.g. leptospirosis, salmonellosis, or of poisoning, e.g.
, especially in the coastal agricultural areas. Hence, there is a substantial demand in the country for water conservation technology. This work elaborates the quality deterioration of groundwater due to chemical contaminants, which are the prime environmental issue of the Salalah region to the south of Oman. First, we describe the development and application of Dynamic Bayesian Networks A dynamic Bayesian network is a Bayesian network that represents sequences of variables. These sequences are often time-series (for example in speech recognition) or sequences of symbols (for example protein sequences).  (DBNs) combine with a preprocessing A preliminary processing of data in order to prepare it for the primary processing or for further analysis. The term can be applied to any first or preparatory processing stage when there are several steps required to prepare data for the user.  Bayesian technique to determine the impact of these contaminants on groundwater quality. These paradigm address the probabilistic (probability) probabilistic - Relating to, or governed by, probability. The behaviour of a probabilistic system cannot be predicted exactly but the probability of certain behaviours is known. Such systems may be simulated using pseudorandom numbers.  and dynamic characteristics that are significant in the understanding of pollution generation from various information sources, but in a fashion which manages the uncertainties in these sources. Second, we discuss and compare the results produced by these methods with that produced by the application of classical time series models.

Keywords: Bayesian Reasoning, Dynamic Bayesian Networks, Groundwater Quality Assessment, Classical Time Series Models

I. Introduction

Water is an essential requirement for irrigated agriculture, domestic uses, including drinking, cooking and sanitation, as critical input in industry. Declining surface and groundwater quality is regarded as the most serious and persistent issue affecting Oman in particular. The Sultanate faces severe challenges as it confronts the extremely growing and complicated issues of contamination of the groundwater supply in and around hazardous waste Hazardous waste

Any solid, liquid, or gaseous waste materials that, if improperly managed or disposed of, may pose substantial hazards to human health and the environment. Every industrial country in the world has had problems with managing hazardous wastes.
 disposal sites across the nation. In Salalah area of Oman, groundwater has been an important natural resource and the only available water source other than the seasonal rainfall. The population of Salalah completely depends on the limited groundwater resources to meet all of their water requirements from open dug wells.

There are many observable factors contributing to the deterioration of water quality. These factors need to be monitored and their maximum allowable limits need to be determined. Decline in water quality is manifested in a number of ways, for example, elevated nutrient levels, acid from mines, domestic and oil spill oil spill: see water pollution. , wastes from distilleries and factories, salt water intrusion and temperature. These factors and others will provide the input data for our computer system.

Groundwater quality and pollution are determined and measured by comparing physical, chemical, biological, microbiological, and radiological quantities and parameters to a set of standards and criteria. A criterion is basically a scientific quantity upon which a judgment can be based [24]. In this work, however, we considered only the chemical parameters, total dissolved solids Total dissolved solids (often abbreviated TDS) is an expression for the combined content of all inorganic and organic substances contained in a liquid which are present in a molecular, ionized or micro-granular (colloidal sol) suspended form.  (TDS TDS

total dissolved solids.
), electrical conductivity (EC) and water pH, section 4 presents more details. This is mainly because these parameters are recommended by the experts and the researchers in the area. In addition, the results of our analysis of data collected from many wells implied that these chemical parameters are useful indicators of groundwater quality because they constitute the majority of the variance in the data scatter.

Various countries have attempted to develop satisfactory procedures for assessing, monitoring and controlling contamination of the groundwater supply in and around hazardous waste disposal sites [2]. These attempts resulted in various environmental regulations that focus attention on the maximum allowable limits of hazardous pollutants pollutants

see environmental pollution.
 in the groundwater supply. However, they pay scant attention to the nature of groundwater data and the development of valid statistical procedures for detecting and monitoring groundwater contamination.

Recent attempts based on Artificial Intelligence (AI) were first applied to the interpretation of biomonitoring data [12]. Other works were based on pattern recognition using artificial neural networks (artificial intelligence) artificial neural network - (ANN, commonly just "neural network" or "neural net") A network of many very simple processors ("units" or "neurons"), each possibly having a (small amount of) local memory.  (NNs). A more recent study described a prototype Bayesian belief network for the diagnosis of acidification acidification

a technology used by processors to preserve foods by adding acids (such as acetic, citric, phosphoric, propionic and lactic acid) and thereby reduce the risk of growth of harmful bacteria.
 in Welsh rivers. Hobbs [8] uses Bayesian probabilities to examine the risk of climate change on water resources, but does not extend this to drinking water quality or quantity.

Bayesian methods of statistical inference Inferential statistics or statistical induction comprises the use of statistics to make inferences concerning some unknown aspect of a population. It is distinguished from descriptive statistics.  offer the greatest potential for groundwater monitoring. This is because these methods can be used to recognize the variability arising from three different sources of errors, namely, analytical test errors, sampling errors and time errors, in addition to the variability in the true concentration. The Bayesian methods can also be used to significantly increase the precision and the accuracy of the test methods used in a given environmental laboratory [1, 23]. The mobility of salt and other pollutants in steady state and transient environmental conditions can be predicted by applying Bayesian models to a range of spatial and temporal scales In snakes, the temporal scales are those scales on the side of the head between the parietals and the supralabials, and behind the postoculars.[1]

There are two types of temporal scales:[1]
  • Anterior temporals
 under varying environmental conditions. Bayesian networks use statistical techniques that tolerate subjectivity and small data sets. Furthermore, these methods are simple to apply and have sufficient flexibility to allow reaction to scientific complexity free from impediment A disability or obstruction that prevents an individual from entering into a contract.

Infancy, for example, is an impediment in making certain contracts. Impediments to marriage include such factors as consanguinity between the parties or an earlier marriage that is still valid.
 from purely technical limitations.

The process of Bayesian analysis Bayesian analysis A decision-making analysis that '…permits the calculation of the probability that one treatment is superior based on the observed data and prior beliefs…subjectivity of beliefs is not a liability, but rather explicitly allows  begins by postulating a model in light of all available knowledge taken from relevant phenomenon. The previous knowledge as represented by the prior distribution of the model parameters is then combined with the new data through Bayes' theorem Noun 1. Bayes' theorem - (statistics) a theorem describing how the conditional probability of a set of possible causes for a given observed event can be computed from knowledge of the probability of each cause and the conditional probability of the outcome of each  to yield the current knowledge (represented by the posterior distribution of model parameters). This process of updating information about the unknown model parameters is then repeated in a sequential manner as more and more new information becomes available.

This work addresses the assessment of groundwater quality in the Sultanate of Oman, especially in the Salalah plain. Its primary aim is to develop a groundwater quality model and computer system prototype to assess and predict the impact of pollutants on the water column.

II. Problem Description

Oman, has very substantial groundwater resources on which the country's agriculture depends. The oil boom, the resultant population boom (possibly fivefold fivefold

1. having five times as many or as much

2. composed of five parts


by five times as many or as much

Adj. 1.
 since the 1960's) and the new investment have led to a large expansion in irrigated areas. The demand for domestic water supply has also increased, as living standards living standards nplnivel msg de vida

living standards living nplniveau m de vie

living standards living npl
 have risen. Oman has to tackle simultaneously, within a compressed timescale timescale

the period of time within which events occur or are due to occur

timescale ndélais mpl

timescale time (Brit) n
, the need to evaluate its groundwater resources and manage them effectively.

The main populated pop·u·late  
tr.v. pop·u·lat·ed, pop·u·lat·ing, pop·u·lates
1. To supply with inhabitants, as by colonization; people.

 areas are located in the north, along the flanks of the mountains, and in the south, around Oman's second city, Salalah.

The Salalah plain extends over a 253 [km.sup.2] area to the north of the Omani coastline of the Arabian Sea Arabian Sea, ancient Mare Erythraeum, northwest part of the Indian Ocean, lying between Arabia and India. The Gulf of Aden, extended by the Red Sea, and the Gulf of Oman, extended by the Persian Gulf, are its principal arms.  to the Mountains of Dhofar. It is the only region in Oman to benefit from a substantial amount of rainfall from the southern monsoon monsoon (mŏnsn) [Arab., mausium=season], wind that changes direction with change of season, notably in India and SE Asia.  Khareef.

The average annual rainfall is about 110 mm but can range from 70 to 360 mm. July-August is normally the "wet" period. Groundwater derived from aquifers The following is a partial list of aquifers around the world. A of aquifers is also available.

North America

  • Oak Ridges Moraine - North of Toronto Ontario
  • Laurentian River System
United States
  • Biscayne Aquifer
 in the central part of the plain is of good quality. Some of the spring water is utilized by Falajs (they consist of tunnels dug horizontally to tap and transport underground water to agricultural fields that are often tens of kilometers away) to provide irrigation irrigation, in agriculture, artificial watering of the land. Although used chiefly in regions with annual rainfall of less than 20 in. (51 cm), it is also used in wetter areas to grow certain crops, e.g., rice.  water to a part of the plain. Recharge is by underflow (1) An error condition that occurs when the result of a computation is smaller than the smallest quantity the computer can store.

(2) An error condition that occurs when an item is called from an empty stack.
 from mountains and from the springs. Modern irrigation techniques are in operation in large commercial farms mainly for the production of forage forage

Vegetable food, including corn and hay, of wild or domestic animals. Harvested, processed, and stored forage is called silage. Forage should be harvested in early maturity to avoid a decrease in protein and fibre content as crops mature.
 crops such as alfalfa alfalfa (ălfăl`fə) or lucern (lsûn`), perennial leguminous plant (Medicago sativa  and Rhodes grass Rhodes grass


Recent economic development in the country, together with rapid expansion of the population has not only increased the demand for water, but also caused many threats to water resources and quality. A number of groundwater pollution incidents have been reported. The extensive utilization of groundwater resources without taking into consideration the safe yield of aquifers is considered the main cause of pollution. Point and non-point source contamination from agriculture, industrial and domestic uses are other sources of contamination of groundwater. Sea water intrusion is also another problem of concern since lots of farms are situated along the coastal line.

The Ministry of Water Resources Ministry of Water Resources (Chinese: 水利部 Pinyin: shuǐlì bù) is the executive government agency of the Central People's Government responsible for managing the water resources in China.  (MWR MWR Morale, Welfare and Recreation
MWR Ministry of Water Resources (China)
MWR Monthly Weather Review
MWR Microwave Radiometer
MWR Multiple Worksite Report (US Department of Labor)
MWR Microwave Radiometry
) in the Sultanate of Oman has been monitoring the groundwater quality since 1994. The regional monitoring networks were completed in 1995 [14]. More than 50,000 monitoring wells have been inventoried, in the course of which water samples have been collected and analyzed providing baseline data for environmental monitoring, which is consolidated in the national water quality database.

The MWR has attempted to predict the groundwater quality by using traditional linear regression Linear regression

A statistical technique for fitting a straight line to a set of data points.
 and non-metric multidimensional scaling Multidimensional scaling (MDS) is a set of related statistical techniques often used in data visualisation for exploring similarities or dissimilarities in data. MDS is a special case of ordination.  models to interpret groundwater data [15]. So far these models have proven unsatisfactory mainly because they ignore the probabilistic temporal dependencies between water quality constituents, prompting the development of new models based on Bayesian techniques, which are the focus of this work.

Therefore, this work shows the development and the applications of Bayesian techniques to forecast groundwater pollution levels in the Salalah plain, in particular in the Taqah area, which is the eastern part of the Salalah plain, see Figures 1 and 2.


III. Data Collection

The Ministry of Water Resources (MWR) maintains data on the concentration of the harmful substances in the groundwater at Taqah monitoring sites, which are located to the south of the Sultanate of Oman, in the Salalah plain (MWR, 2004). We observed that good quality data were obtained from several monitoring wells in this region. Because of the lack of monitoring wells in certain areas in that region, we filled in the missing measurements with data obtained from Oman Mining Company (OMCO OMCO Official Mail Control Officer
OMCO Overmyer Mould Co
) and Ministry of Environmental and Regional Municipalities (MRME MRME Multi-Hop Route to Mobile Element ).

The MWR identified that the datasets collected from these monitoring wells in the Sultanate are important in assessing the groundwater quality and in the prediction of the effect of certain pollutants on drinking water. The period covered in these locations is from 1984 to 2004 [6],[ 7]. Each site has several monitoring wells and water samples were collected periodically from these wells and the concentration of the pollutants in these water samples was recorded. We also collected data for the period 1984-1994 from OMCO and MRME However, the datasets are not complete. We, therefore, filled the gaps with data collected by some researchers at the Sultan Qaboos University Sultan Qaboos University, located in Muscat, Oman, , is the only public university in the Sultanate of Oman. Named after Qaboos bin Sa’id Al ‘Bu Sa’id the Sultan of Oman, the university opened its doors in 1986. .

A. Data Pre-processing The introduction to this article provides insufficient context for those unfamiliar with the subject matter.
Please help [ improve the introduction] to meet Wikipedia's layout standards. You can discuss the issue on the talk page.
 Using Bayesian Reasoning

Data for water quality assessment are normally collected from various monitoring wells and then analyzed in environmental laboratories in order to measure the concentration of a number of water quality constituents. We realized that the methods used by these laboratories do not emphasize accuracy. There is a lack of awareness among both laboratory and validation personnel regarding the possibility of false positives in environmental data. In order to overcome this problem and to have representative data, we, therefore, used the following modified Bayesian model to that developed by Banerjee, Plantinga and Ramirez [1], to preprocessing the datasets used for the development of the Bayesian Networks.

1) Bayesian Models

The formulation of the model is as follows:

Let S denote a particular hazardous constituent of interest. Since the concentration of the substance may vary from well to another, it is necessary to consider each well separately. Let [x.sub.t]= ([x.sub.t1], [x.sub.t2], [x.sub.t3], []) be the vector of m measurements of the concentration of S in m distinct water samples from a given well at a given sampling occasion where (m>=1) and (t=1, 2,...). Each measurement consists of the true concentration of S plus an error.

Let [X.sub.t] be the true concentration of S in the groundwater at sampling occasion t. If we assume that the true concentration [X.sub.t] is unknown and is a random variable, the model evaluates the posterior distribution of [X.sub.t] given the sample measurements [x.sub.t] at sampling occasion t.

Using the normality normality, in chemistry: see concentration.  assumption and given [X.sub.t] = [x.sub.t] [[delta].sup.2], the concentration measurements in [x.sub.t] represent a random sample of size m for random distribution with mean [x.sub.t] and variance [[delta].sup.2].

Since the concentration of the substance S in water samples obtained at different sampling occasions might vary considerably, we assume that the parameters [X.sub.t] and [[delta].sup.2] of the normal distribution are random variables with certain prior probability prior probability,
n the extent of belief held by a patient and practitioner in the ability of a specific therapeutic approach to produce a positive outcome before treatment begins.
 distribution. Therefore, the model for prior distribution of [X.sub.t] and [[delta].sup.2] can be presented as follows:

For t =1, 2, ... and given [[delta].sup.2] the conditional distribution of [X.sub.t] at sampling occasion t is a normal distribution with mean [[mu].sub.t-1] and variance [[delta].sup.2.sub.t-1] [[delta].sup.2]. The marginal distribution In probability theory, given two jointly distributed random variables X and Y, the marginal distribution of X is simply the probability distribution of X ignoring information about Y  of [[delta].sup.2] is an inverted inverted

reverse in position, direction or order.

inverted L block
a pattern of local filtration anesthesia commonly used in laparotomy in the ox.
 gamma distribution with parameter [[beta].sub.t-1] and [[beta].sub.t-1]. This model uses the following prior distribution, which represents the concentration measurements before the first sampling.

The pdf of the prior distribution of [X.sub.0] is:

[MATHEMATICAL EXPRESSION A group of characters or symbols representing a quantity or an operation. See arithmetic expression.  NOT REPRODUCIBLE IN ASCII ASCII or American Standard Code for Information Interchange, a set of codes used to represent letters, numbers, a few symbols, and control characters. Originally designed for teletype operations, it has found wide application in computers. ] (2.1)

which is the pdf of the student's t-distribution In probability and statistics, the t-distribution or Student's t-distribution is a probability distribution that arises in the problem of estimating the mean of a normally distributed population when the sample size is small.  with 2[v.sub.0] degrees of freedom, location parameters [[mu].sub.0] and variance [[delta].sub.0.sup.2]/[v.sub.0].

Now suppose that the observations are available on the concentration of S, given the sample [X.sub.t] the posterior marginal distribution of [X.sub.t] is a student's t-distribution with 2[v.sub.t] degree of freedom, location parameters [[mu].sub.t] and variance [[delta].sub.t] [[beta].sub.t]/[V.sub.t] where the pdf has the form:




It is obvious from the equation of [[mu].sub.t] the sequential nature of this posterior distribution. That is, at each sampling occasion t, when more new information about concentration of S in the groundwater is received, the posterior distribution is revised forming a recursion In programming, the ability of a subroutine or program module to call itself. It is helpful for writing routines that solve problems by repeatedly processing the output of the same process. See recurse subdirectories.  process. This process of updating the posterior distribution may be continued indefinitely when new data [x.sub.t] becomes available.

To present the true unknown concentration of the substance S in the well under consideration, it is frequently more convenient to put a range (or interval) which contains most of the posterior probability The posterior probability of a random event or an uncertain proposition is the conditional probability that is assigned when the relevant evidence is taken into account. . Such intervals are called highest posterior density (HPD HPD Honolulu Police Department (Honolulu County, Island of Oahu)
HPD Housing Preservation and Development
HPD Housing Preservation and Development (New York City Department) 
) intervals. Thus for a given probability content of (1-[alpha]), 0< [alpha]<1, a 100(1-[alpha]) percent HPD interval for [X.sub.t], is given by:


when [t.sub.2vt]([alpha]/2) is the 100(1-[alpha]/2) percentile percentile,
n the number in a frequency distribution below which a certain percentage of fees will fall. E.g., the ninetieth percentile is the number that divides the distribution of fees into the lower 90% and the upper 10%, or that fee level
 of the student's t-distribution with 2vt degree of freedom.

2) The Bayesian Algorithm

In brief, the monitoring algorithm, which is based on the Bayesian model, is as follows:

1. Fix a value of [alpha] (0< [alpha] <1) based on the desired confidence level. In this case, we chose [alpha] to be 0.01.

2. Since we do not have enough data to work with, we used the same parameters of the prior distribution used in the model of Banerjee, Plantinga and Ramirez. These parameters are :

[[beta].sub.0]=0.0073, [v.sub.0]0=2.336, [[mu].sub.0]=9.53, [[delta].sub.0.sup.2]=3056.34.

3. At each sampling occasion t, (t= 1,2, ...), compute the parameters [[beta].sub.t], [v.sub.t], [[mu].sub.t] and [[delta].sub.t] of the posterior distribution [X.sub.t] given the set of observations in [x.sub.t] on the concentration of S available from a given well in a given site using (2.3). Compute LHPD and UHPD using these parameter estimates and (2.4).

4. Plot [[mu].sub.t], LHPD, and UHPD that are obtained in step 3 above against sampling occasion t.

5. For the next sampling occasion, update the values of the parameters [[beta].sub.t], [v.sub.t], [[mu].sub.t] and [[delta].sub.t] using (2.3) and the datasets just obtained. Then recomputed LHPD, and UHPD using the updated parameter values in (2.4) and repeat step 4 above.

We have applied this algorithm on the datasets that were collected from Salalah in the Sultanate of Oman. It is expected that the dataset from each well is not normal, but each one is taken from a normal distribution. Some of these datasets needed to be scaled down to simplify the process and to have a smooth graph so that we can study them easily. For this purpose, we have used the following normalization In relational database management, a process that breaks down data into record groups for efficient processing. There are six stages. By the third stage (third normal form), data are identified only by the key field in their record.  technique:

x = [bar.x] - u/[sigma], where [bar.x] = [n.summation summation n. the final argument of an attorney at the close of a trial in which he/she attempts to convince the judge and/or jury of the virtues of the client's case. (See: closing argument)  over i] [x.sub.i]/n, and

[sigma] = [square root of ([n.summation over i] [x.sup.2.sub.i] - n[[bar.x].sup.2]/n - 1)]

3) Algorithm Implementation

The pre-processing system is implemented on PC platform using Visual Basic programming language.

Tables 1 presents the concentration data for TDS (Total Dissolved Solids) for Well 001/577 in the Taqah area. In particular, the table shows the true concentration data for TDS produced by our pre-processing system.

Figure 3 representing Table 1, shows whether the three parameters (expected true concentration, LHPD, and UPHD) are within the maximum and minimum level allowed for TDS. This figure provides a rudimentary prediction of the groundwater quality. For example, Figure 3 shows that the well MW1 is contaminated contaminated,
v 1. made radioactive by the addition of small quantities of radioactive material.
2. made contaminated by adding infective or radiographic materials.
3. an infective surface or object.
 because the true concentration of TDS for this well is above the allowed level and hence the water becomes more corrosive.


IV. Bayesian Networks

After the pre-processing stage, we constructed and used a Bayesian Network (BN) as an initial building network for the construction of two Dynamic Bayesian Networks in order to predict the impact of pollution on groundwater quality.

A. Bayesian Belief Networks (BBNs)

Bayesian Belief Networks, Bayesian Networks (BN) for short, are effective and practical representations of knowledge for reasoning under uncertainty. There are a number of successful applications of these networks in such domains as diagnosis, prediction, planning, learning, vision, and natural language understanding [16], [17], [18], [25].

Bayesian Networks (see Figure 4) are graphical structures used for representing expert knowledge, drawing conclusions from input data, and explaining the reasoning process to the user. These networks are also called knowledge maps, probabilistic causal networks, and qualitative probabilistic networks [10]. They have been increasingly popular knowledge representations for reasoning under uncertainty. A BN is a directed acyclic graph directed acyclic graph - (DAG) A directed graph containing no cycles. This means that if there is a route from node A to node B then there is no way back.  (DAC See D/A converter and discretionary access control.

DAC - Digital to Analog Converter
) whose structure corresponds to the dependency relations of the set of variables represented in the network (nodes). Each node in a belief network represents a random variable, or uncertain quality, that can take two or more possible values. The arcs signify the existence of direct influences between the linked variables and the strengths of these influences are quantified by conditional probabilities conditional probability

the probability that event A occurs, given that event B has occurred. Written P(AB).
. These links can be said to have a causal meaning.


The graph in Figure 4 represents the following joint probability joint probability
The probability that two or more specific outcomes will occur in an event.

Noun 1. joint probability - the probability of two events occurring together
 distributions of the variables V, Y, U, W, X and T.

P (U, V, Y, W, X, T) = P (T/W T/W Thrust To Weight
T/W Taxiway (airfield)
T/W Teletypewriter
). P (X/W X/W X-Wing (Star Wars) ). P (W/V, Y). P (U/V). P (V/Y). P (Y)

This result is obtained by applying the chain rule and using the dependency information represented in the network. P (Y) is called the prior probability; and P (T/W), P (X/W), P (W/V, Y), P (U/V), and P (V/Y) are called the conditional probabilities. While, prior probabilities, probabilities based on initial information, can be obtained from statistical data using the relative frequencies, conditional probabilities can be elicited from experts or calculated using different types of mathematical models.

Within a Bayesian network, the basic computation is to calculate the belief of each node (the node's conditional probability) based on the evidence that has been observed. This consists of instantiating the input variables, and propagating their effect through the network to update the probability of the hypothesis variables. An important purpose of BNs is to facilitate calculation of arbitrary conditional probabilities. Various techniques have been developed for evaluating node beliefs and for performing probabilistic inference. The most popular methods are due to Pearl [19]. Similar techniques have been developed for constraint networks in the Dempster-Shafer formalism Formalism
 or Russian Formalism

Russian school of literary criticism that flourished from 1914 to 1928. Making use of the linguistic theories of Ferdinand de Saussure, Formalists were concerned with what technical devices make a literary text literary, apart

We observed dependencies within the network dependency model in order to establish weak and strong influences among the variables in the model and to find important variables for water quality. This procedure assists in forming some heuristics heu·ris·tic  
1. Of or relating to a usually speculative formulation serving as a guide in the investigation or solution of a problem:
 that will be cost-effective and useful not only for probabilistic inference but also for automatic construction of a belief network from data.

B. Dynamic Bayesian Networks (DBNs)

The problem of assessing and forecasting water quality requires not only modelling the static probabilistic dependencies between its constituents (variables) but also the dynamic behaviour of these constituents. Dynamic Bayesian Networks (DBNs) can easily capture these static and dynamic behaviours [11]. They extend Bayesian Networks from static domains to dynamic domains [3]. A static Bayesian Network can be extended to a Dynamic Belief Network by introducing relevant temporal dependencies between the representations of the static network at different times. In contrast to the time series models that use regression to represent correlations, DBNs represent the temporal causal relationships between variables. Therefore, DBNs can introduce more general dependency models that capture richer and more realistic models of dynamic dependencies as well as the traditional static-belief network dependencies [12].

A series of BNs, which act as time slices, can be connected to create a Dynamic Bayesian Network (DBN DBN Doing Business - Not
DBN De Bonis Non (Legal: appointment of a personal representative to a vacancy)
DBN Dial-Back Number
DBN Divisible by None (band)
DBN Deep Belief Network
). As new evidence is added to a DBN, new time slices are added. To reduce computational complexity computational complexity

Inherent cost of solving a problem in large-scale scientific computation, measured by the number of operations required as well as the amount of memory used and the order in which it is used.
, old time slices are commonly removed and their information summarized into prior probabilities of following slices. This produces a moving window of slices.

The main characteristic of DBNs is as follows:

Let [X.sub.t] be the state of the system at time t, and assume that

1. The process is Markovian, i.e., P([X.sub.t]/[X.sub.0], [X.sub.1], ..., [X.sub.t-1])= P([X.sub.t/[X.sub.t-1])

2. The process is stationary or time-invariant, i.e., P([X.sub.t/[X.sub.t-1]) is the same for every t.

Therefore, we just need P([X.sub.0]), which is a static Bayesian network (BN), and P([X.sub.t/[X.sub.t-1]), which is a network fragment, where the variables in [X.sub.t-1] have no parents, in order to have a Dynamic Bayesian Network (DBN).

DBNs can be effectively and cheaply used for monitoring and predicting complex situations that change over time such as the assessment of water-quality. For example, they have recently been used for predicting the outcome in critically-ill patients. They have also been used for monitoring and controlling highway traffic (Forbes et al, 1995), for identifying gene regularity from microarray data (Zoe and Conzen, 2005), and for prediction of river and lake water pollution [20], [22].

Inference is performed as if the network were a normal BN, although the nature of DBNs usually results in larger and more complex networks, requiring more computation to update. Several researchers have recently developed adaptations of standard belief network representation and inference techniques to support temporal reasoning. Dagum and Galper [5], for example, introduced the additive generalisations of belief-networks representation and inference techniques. They integrated these techniques with the fundamental methods of Bayesian time series analysis to generate a dynamic network model. The model is applied to predict the progress of a patient in a surgical intensive care unit.

Other techniques developed by Shortliffe and his colleagues [21] have been applied to the problems of diagnosis in internal medicine, diagnosis of gas turbines in power generation and text retrieval from a large body of writing.

The temporal repetition of identical model structures encourages the integration of object oriented See object technology and object-oriented programming.  techniques with Bayesian networks. This modeling technique has received increasing interest in the literature over the past decade. It started with methods for reusing elements of network specifications and division of large networks into smaller pieces. These and other successful object-oriented Bayesian networks (OOBNs) models and their applications to real-world problems have greatly encouraged us to develop a model and a computer system based on the OOBN OOBN Out of Band Networking
OOBN Object-Oriented Bayesian Network
 representation to assess and predict the water quality. Therefore, we used the Hugin and dHugin tools for implementing our Bayesian networks [9, 13]. The Hugin system allows the implementation of an OOBN. The system considers a Bayesian Network (BN) as a special case, initial building network, of an OOBN. Other networks in the OOBN are nodes that represent instances of the base network. On the other hand, dHUGIN [13], implemented on the top of Hugin, is based on message passing in junction trees [10]. Inference over the current time window and time slices preceding it is performed using message-passing between junction trees.

C. Bayesian Networks Development

As is mentioned above, this study covers the Taqah area (see Figure 2), which is the main part of the Salalah plain. This area extends from the foothills of the mountains to the arid desert. The desert here is of two types--the semi-desert (Badiyah) and the arid desert (Al Sahra). Some of the rural areas around Taqah experience a touch of the drizzle that descends on Salalah during the rainy season (Khareef).

Among more than twenty wells in the Taqah area, four wells only were selected to be analyzed. Those four wells have had, to the greatest extent, complete data measurements and provide sufficient information for the assessment of the groundwater quality for this selected basin. Another point worth mentioning here is that all other wells in the Taqah area are close to each other. We, therefore, ignored these wells because they add no additional information.

Identifying the domain variables (pollution constituents) and the causal relationships between these variables constitute the main part of development process. In our study, we only considered the dependencies between total dissolved solids (TDS), electrical conductivity (EC) and water pH. In the Sultanate of Oman, these are the main factors that researchers in the area were dealing with and, therefore, maintained good data about them. In fact, we used our literature-based network structure as a starting point Noun 1. starting point - earliest limiting point
terminus a quo

commencement, get-go, offset, outset, showtime, starting time, beginning, start, kickoff, first - the time at which something is supposed to begin; "they got an early start"; "she knew from the
 for discussion with the researchers to explain the Bayesian network approach and to get their input. In addition, we analyzed the data collected from many wells and the results revealed that these chemical parameters are useful indicators of groundwater quality because they constitute the majority of the variance in the data scatter.

The electrical conductivity (EC) of the water has been used as a measure for the salinity hazard of the groundwater used for irrigation in the Salalah plain. According to according to
1. As stated or indicated by; on the authority of: according to historians.

2. In keeping with: according to instructions.

 international water-quality standards, irrigation water with EC values up to 1 mS/cm is safe for all crops and between 1 and 3 mS/cm is acceptable, but values higher than 3 mS/cm restrict the use of water for many irrigated crops. Changes in conductivity can be caused by changes in water content of the soil and by soil or groundwater contamination.

The total dissolve solid (TDS) limit is 600 mg/L, which is the objective of the current Plan of the MWR. TDS contains several dissolved solids but 90% of its concentration is made up of six constituents. These are: sodium Na, magnesium Mg, calcium Ca, chloride Cl, bicarbonate bicarbonate or hydrogen carbonate, chemical compound containing the bicarbonate radical, -HCO3. The most familiar of such compounds is sodium bicarbonate (baking soda). See carbonate.  HC[O.sub.3] and sulfate sulfate, chemical compound containing the sulfate (SO4) radical. Sulfates are salts or esters of sulfuric acid, H2SO4, formed by replacing one or both of the hydrogens with a metal (e.g., sodium) or a radical (e.g., ammonium or ethyl).  SO4. We, therefore, considered only these elements in the calculation of TDS, which is represented as a node without parents in the network structure. This simplification is necessary to make the problem tractable tractable

easy to manage; tolerable.
 and to keep it consistent with available data without losing information.

Other factors that are also considered less significant to groundwater quality in Oman were not recoded and therefore neglected in this study.

We also used the following relationship between TDS and EC (Wu-Seng, 1993).

TDS = A * EC; where A is a constant with value between 0.75 and 0.77.

Both TDS and EC can affect water acidity acidity /acid·i·ty/ (-i-te) the quality of being acid; the power to unite with positively charged ions or with basic substances.

The state, quality, or degree of being acid.
 or water pH. Solute solute /so·lute/ (sol´ut) the substance dissolved in solvent to form a solution.

 chemical constituents are variable in high concentration at lower pH (higher acidity). On the other hand, acidity allows migration of hydrogen ions (H+), which is an indication of conductivity. Therefore, our work concentrated on the following relations:

TDS [right arrow] EC, EC [right arrow] pH, TDS [right arrow] pH.

Table 2 shows the limits for a number of constituents of drinking water. Knowing that the maximum allowable TDS in the drinking water is 600 mg/l, the data sample is divided into two intervals (categories), considering TDS=550 is the central point. Thus, the first category has TDS < 550 and the second category has TDS >= 550. For EC, we also divide the data sample into two categories: data with EC < 670 and data with EC >= 670. Regarding pH, we also divided the data sample into two categories, data with pH < 7.5 and data with pH >= 7.5. The data table and the probability tables produced by this analysis for two wells are as follows:

Table 3 shows the monitoring measurements of the main components of TDS for the well Well 001/577. Data for the constituents Mg, SO4, Na, Ca, K, and CL of TDS were only reported. Differences for other parameters were not significant in the Salalah area. Table 4 shows the measurements of EC and pH for the same well along with the measurements of TDS copied from Table 3.

To analyze the relations mentioned above the following probabilities were calculated.

P (TDS < 550) = 0.556 and P (TDS >= 550) = 0.444.

From the relationship between TDS and EC, the conditional probability presented in Table 6 was produced.

Table 5 shows the conditional probability table that shows the conditional probability of pH given TDS and EC. In a similar way, we obtained the conditional probability tables for other wells.

Figure 5 shows the data related to Well 001/580 that was treated by HUGIN [9]. It shows a HUGIN window that has two parts; the conditional probability table (CPT CPT

See: Carriage Paid To
) P (EC/pH) and the network that represents the relationships between the variables TDS, EC and pH.


After providing the prior probabilities and the conditional probability tables, the results of the run session (probability update) for new-presented data for any selected node of HUGIN are also shown in Figures 6 and 7.


We processed the dataset for other wells in the same way to build a static Bayesian network (BN) representing each well. We tested these BNs with different values of TDS, EC and pH taken from the collected data for the four wells that were selected for the development of this predictive model.

Once the static BN model (static model) for each monitoring well was built, parameterized and tested, we used these models as initial building networks in the construction of two OOBNs for groundwater quality prediction. The first OOBN, as shown in Figure 6, models the time slices for each well characterizing the temporal nature of identical model structures, where the initial building network, see Figure 7, describes a generic time-sliced network.

Four initial identical BN networks (each BN represents a well) interconnected in order to cover the whole area under study characterize the second OOBN network. Figure 8 shows a typical OOBN representing four monitoring wells in the Salalah plain, where Figure 9 shows the initial building network generating this OOBN.


1) Temporal Networks

As mentioned above, the initial-building network of the system is a one time step representing a year. It is a model of the analysis of data sampled for each well of the four wells that are selected for this study. This one time step network fragment, shown in Figure 9, represents a class in the object oriented paradigm. Objects (entities with identity, state and behavior) are instances of classes that correspond to type declarations in traditional programming languages.


In this context, a class is a description of an object by structure, behavior and attributes. Whenever an object of a class is needed, an instance of that class is created. The initial building network is, therefore, a class containing the following three sets of nodes:

* A set of input nodes: Input nodes act as placeholders for parents of nodes inside instances of the class. They cannot have parents within the class.

* A set of output nodes: They should be connected to the input nodes of the next time slice network; hence they can be parents of nodes outside instances of the class.

* A set of protected nodes: These nodes can only have parents and children inside the class itself.

The input and output nodes are collectively referred to as interface nodes, see [13] for more details. The final OOBN is constructed by creating instances networks (objects) from the basic building network, spanning a number of time slices. Figure 9 shows a single time slice class for well MW1 and Figure 8 shows an OOBN representing three time-sliced networks.

2) Basin Monitoring

We model each well of the four selected wells in the Ta qah area with an initial building network (generic models). These models are, however, identical, both qualitative and quantitative (structure and conditional probability tables) so they can be modeled by a single class containing input, output and protected nodes. Each object is, therefore, an instance of this class representing one well. The instances are interconnected in order to cover the whole basin. Figure 8 shows an OOBN representing three monitoring wells in Taqah area.

3) Improving the CPT derivation derivation, in grammar: see inflection.  process

One of the problems with developing BBNs for groundwater quality is the difficulty inherent in the establishment of conditional probability tables (CPTs). Therefore methods need to be sought to make it easier to select and justify values for CPTs. Studies have shown that sensitivity analysis can identify the relative importance of parameters in a BBN (BBN Technologies, Cambridge, MA, A consulting firm that participated in the development of some of the most extensive networks in the world, including ARPANET, which evolved into the Internet. It was founded in 1948 as a consulting service in acoustics by Dr.  for overall BBN performance. Concentrating efforts on gathering accurate data for the most important CPTs enables time and effort reduction. Sensitivity analysis has also been used for validation of BBNs.

In addition to using the pre-processing technique for correcting the laboratory data, we used SamIam tool, see section V, for analyzing the dependencies between variables in our Bayesian networks [4]. SamIam suggests single and multiple parameter changes that satisfy experts query constraint. The tool helps the user to make the smallest possible change to a parameter value that can satisfy the constraint.

V. Application Results

We noticed that the developed Bayesian Networks provide a useful approach to the currently available datasets maintained by the MWR. The results of validation gave experts a realistic assessment of the chances of achieving desired outcomes. The application was carried out with special emphasis on the advantages of Bayesian against traditional techniques. It involved monitoring the groundwater quality parameters and validating crucial assumptions.

We tested the resulting network models in two phases. In the first phase, we examined data resulting from our preprocessing model, which was organized as yearly measurements covering data from the whole basin. The first task was to identify dependencies between the variables of groundwater quality in order to detect useful information on the process dynamics. The resulting network agreed very closely with the intuition of the experts. In the second phase, the aim was to test the constructed OOBNs for predicting the values of the variables in the future. The resulting networks were investigated by using Hugin Bayesian network inference tool for analyzing measurement data from three successive time slices. Using Bayesian networks to predict future values requires discovery of a dependency model that relates together variables from successive time slices or in some other way embeds temporal features into the model. In Bayesian reasoning, the marginal probability distribution Probability distribution

A function that describes all the values a random variable can take and the probability associated with each. Also called a probability function.

probability distribution 
 of any node may be updated upon acquiring evidence for other nodes.

Since our Bayesian Networks are tractable models, we also implemented the exact inference for the network described in Figure 8 and compared the results with that produced by OOBN. Figures 10 and 11 show the KL-divergence between the true and the approximate distribution [10]. Since the KL-distance converges to zero, this is an indication of the accuracy and reliability of OOBN.


VI. Using Classical Time Series for the Assessment of Groundwater Quality

The purpose of this section is to apply the classical time series analysis to groundwater quality data and to compare the results with that obtained by the application of Dynamic Bayesian Networks (DBN). The continuous and regular monitoring data of electrical conductivity (EC), total dissolved solid (TDS), pH measured by the Ministry of Water Resources (MWR) were also used here for the time series analysis.

Time series analyses of water supply wells with respect to the concentration of chemical constituents are presented in Figures 12-17.


Total dissolved solids (TDS) are a measure of the dissolved minerals in water and also a measure of drinking water quality. There is a secondary drinking water standard of 500 milligrams per liter (mg/L) TDS; water exceeding this level tastes salty. Groundwater with TDS levels greater than 1500 mg/L is considered too saline to be a good source of drinking water. Figure 12 shows the concentration of TDS for the well Well001/577 for a period of twenty one years.

The fluctuation of the concentration of the chloride (Cl), sodium (Na), and calcium (Ca) with respect to time is shown in Figure 14. The values were averaged during the initial analysis as there were no significant differences among the monthly data. Chloride values above 250 mg/l give a slight salty taste to water which is objectionable by many people.

Relationships between TDS, EC and pH is examined using multiple regression Multiple regression

The estimated relationship between a dependent variable and more than one explanatory variable.
 analysis, see Figure 15. Multiple regression analysis is used to explain as much variation observed in the response variable as possible, while minimizing unexplained variation from "noise". The results of this analysis is used to produce the moving average chart, Figure 16, and the linear regression chart, Figure 17. We used Excel Business Tools, Microsoft Excel (tool) Microsoft Excel - A spreadsheet program from Microsoft, part of their Microsoft Office suite of productivity tools for Microsoft Windows and Macintosh. Excel is probably the most widely used spreadsheet in the world.

Latest version: Excel 97, as of 1997-01-14.
, and Matlab for producing these and other charts.

As it is shown in Figure 15 that the trend is as follows: TrendWQ=19.01*TDS - 5.42*EC -270.16*pH + 205.14

Figure 17 shows the groundwater quality trend over time (linear regression). The trend has the following properties:

Linear model Poly1: f(x) = p1*x + p2

Coefficients(with 95% confidence bounds): p1 = 0.8954 (0.7962, 0.9947) p2 = 1.332 (0.08589, 2.579)

Goodness of fit Goodness of fit means how well a statistical model fits a set of observations. Measures of goodness of fit typically summarize the discrepancy between observed values and the values expected under the model in question. Such measures can be used in statistical hypothesis testing, e. : SSE (1) An earlier full-screen editor in OS/2.

(2) (Streaming SIMD Extensions) A series of additional instructions built into Pentium CPU chips for improved multimedia performance by performing mathematical operations on multiple sets of data at the
: 32.91 R-square: 0.9494 Adjusted R-square: 0.9467 RMSE RMSE Root Mean Square Error
RMSE Root Mean Squared Error
: 1.316

Although the classical time series mode are used here to assess the presence and strength of temporal patterns of groundwater quality. These models are based on the assumption of stationary (i.e. time invariant (programming) invariant - A rule, such as the ordering of an ordered list or heap, that applies throughout the life of a data structure or procedure. Each change to the data structure must maintain the correctness of the invariant. ). They have been widely used in many domains such as financial data and weather forecasting weather forecasting

Prediction of the weather through application of the principles of physics and meteorology. Weather forecasting predicts atmospheric phenomena and changes on the Earth's surface caused by atmospheric conditions (snow and ice cover, storm tides, floods,
. Yet these models do not readily adapt to domains with dynamically changing model characteristics, as is the case with groundwater quality assessment. In addition to the above mentioned assumption, the classical models are restricted in their ability to represent the general probabilistic dependency among the domain variables and they fail to incorporate prior knowledge.

The observed groundwater quality data are irregularly spaced and not predetermined pre·de·ter·mine  
v. pre·de·ter·mined, pre·de·ter·min·ing, pre·de·ter·mines
1. To determine, decide, or establish in advance:
 as in the case with ordinary time series. This may cause the traditional time series techniques to be ineffective(Prediction: what is the predicted value for one period ahead). It is evident that the time series casts doubts on the positive or negative effects of any chemical constituent on the groundwater quality for the long run, and is thus not as clear and reliable as in the case of using Dynamic Bayesian Techniques. While some groundwater quality constituents, such as chloride and TDS, show an increasing trend, the other constituents, such as pH, Mg, and SO4 do not demonstrate obvious trends. Therefore, we can draw a reliable conclusion on the cause of the increasing trend of the groundwater quality and we cannot investigate the effect of the increasing or decreasing other constituents, such as pH and EC. In addition to this ignorance of the cause-effect relationships, classical time series models assume the linearity in the relationships among variables and normality of their probability distributions Many probability distributions are so important in theory or applications that they have been given specific names. Discrete distributions
With finite support
  • The Bernoulli distribution, which takes value 1 with probability p

VII. Conclusion and Further Work

This work presents the assessment of groundwater quality. Bayesian methods have been investigated and shown to offer considerable potential for use in groundwater quality prediction. These methods are based on reasoning under conditions of uncertainty. They present effectively the relationships between the constituents of groundwater quality. Therefore, the simple Bayesian networks presented here are the first step towards having a comprehensive network that contains the other variables that are considered by the researchers significant for the assessment of groundwater quality in the Salalah plain in particular. These variables include:

* NO3: Nitrate is an increasingly important indicator of water pollution from animal waste, human waste, fertilizers and solid waste. Nitrate and ammonium ammonium /am·mo·ni·um/ (ah-mo´ne-um) the hypothetical radical, NH4, forming salts analogous to those of the alkaline metals.

ammonium carbonate
 are indicators of pollution because both are soluble in water and could penetrate to deeper zones underground.

* Microbiological indicator organisms such as E. coli E. coli: see Escherichia coli.
E. coli
 in full Escherichia coli

Species of bacterium that inhabits the stomach and intestines. E. coli can be transmitted by water, milk, food, or flies and other insects.
 and fecal fecal /fe·cal/ (fe´k'l) pertaining to or of the nature of feces.

Relating to or composed of feces.


pertaining to or of the nature of feces.
 coliform bacteria coliform bacteria

Rod-shaped bacteria usually found in the intestinal tracts of animals, including humans. Coliform bacteria do not require but can use oxygen, and they do not form spores. They produce acid and gas from the fermentation of lactose sugar.
. For the most part, these organisms are not harmful themselves, but they indicate the presence of fecal material, which may contain disease-causing (pathogenic path·o·gen·ic or path·o·ge·net·ic
1. Having the capability to cause disease.

2. Producing disease.

3. Relating to pathogenesis.
) organisms.

* COD: chemical oxygen demand, a parameter, which reflects the organic and inorganic content of the water, mainly needed for pollution assessment.

Data were collected from many monitoring wells in the Salalah plain, which is allocated to the south of the Sultanate of Oman. We spent significant time and effort to gather sufficient relevant data for this study. We plan to continue this work by adding these variables to the resulting models in order to improve the models' predictive accuracy.

We also demonstrated the general benefit of using OOBN that describes identical structures that can be interconnected to represent a successive time slices network, i.e. Dynamic Bayesian Network (DBN).

As a reference, a comparison study between DBNs and the classical time series models is also conducted. It shows that, DBN outperforms the classical models.


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1. To make known (a decree, for example) by public declaration; announce officially. See Synonyms at announce.

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The removal of dissolved minerals (including salts) from seawater or brackish water. This may occur naturally as part of the hydrologic cycle, or as an engineered process.
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Khalil Shihab (1) and Maki Rashid (2)

(1) Department of Computer Science, SQU SQU Sultan Qaboos University (Oman)
SQU Squids (FAO species code) 
, Box 36, Al-Khod, 123, Oman

(2) Department of Mechanical & Industrial Engineering, SQU, Oman
Table 1. Concentration Data of TDS for Well001/577 in the
Salalah plain, where OC stands for Observed Concentration
and ETC stands for Expected True Concentration.

Date   OC     LHPD   ETC    UHPD

84     1.15   0.85   1.15   1.45
85     1.11   1      1.13   1.26
86     1.94   1.12   1.4    1.68
87     2.24   1.33   1.61   1.88
88     3.86   1.6    2.06   2.52
89     3.83   1.91   2.35   2.79
90     3.96   2.18   2.58   2.98
91     3.76   2.38   2.73   3.08
92     4.3    2.58   2.9    3.23
93     3.96   2.72   3.01   3.3
94     1      2.54   2.83   3.11
95     3.71   2.64   2.9    3.16
96     3.65   2.73   2.96   3.19
97     3.38   2.78   2.99   3.2
98     3.4    2.83   3.02   3.2
99     3.48   2.87   3.04   3.22
00     3.5    2.91   3.07   3.23
01     3.23   2.93   3.08   3.23
02     3.24   2.95   3.09   3.22
03     3.27   2.97   3.1    3.22
04     3.3    2.99   3.11   3.22

Table 2. Drinking Water Standard

Element         Limit for Drinking Water
pH              7.0-8.5
Chloride mg/l   250
TDS             500-1000
Sulphate mg/l   200
Copper mg/l     1.3
Iron mg/l       0..5
Sodium          200-400

Table 3. TDS data for the well Well 001/577.

       Mg     [So.sub.4]   Na     Ca     K      Cl     HC[O.sub.3]
Year   mg/L   mg/L         mg/L   Mg/L   mg/L   mg/L   mg/L

84     12     11           21     91     11     172    224.7
85     10     12           20     88     13     148    234.5
86     9      14           18     92     17     140    275.4
87     14     12           43     86     14     148    287.2
88     12     12           20     90     20     132    255.8
89     10     12           17     86     16     148    276.9
90     32     13           15     92     18     164    224.6
91     19     11           45     89     21     168    287.4
92     12     14           152    92     17     176    291.5
93     21     12           165    93     19     192    296.7
94     27     14           88     96     23     204    294.4
95     7      11           65     60     22     140    310.8
96     16     25           64     52     15     244    321.5
97     13     19           83     102    18     204    314.6
98     19     26           97     107    26     248    412.6
99     56     38           217    98     57     220    487.7
00     41     20           201    104    31     236    388.4
01     43     23           204    135    30     244    387.6
02     55     32           210    138    41     308    438.6
03     52     20           147    121    33     272    410
04     48     21           152    130    34     284    405.4

Table 4. TDS, EC, and pH data for the well Well 001/577.

     TDS     EC
Yr   mg/L    [micro]S/cm   pH

84   542.7   548
85   525.5   548           7.8
86   565.4   579           7.75
87   604.2   588           7.57
88   541.8   601           7.43
89   565.9   625           7.34
90   558.6   638           7.32
91   640.4   798           7.27
92   754.5   739           7.24
93   798.7   758           7.28
94   746.4   799           7.29
95   615.8   514           7.3
96   737.5   619           7.28
97   753.6   869           7.19
98   935.6   558           7.15
99   1174    855           7.15
0    1021    796           7.06
1    1067    855           6.98
2    1223    844           6.94
3    1055    881           6.9

Table 5. P(EC / TDS)

            TDS < 550   TDS >= 550

EC < 670    0.75        0.2
EC >= 670   0.25        0.8

Table 6. P(pH/TSD, EC)

Well 577    TDS < 550              TDS >= 550

            EC < 670   EC >= 670   EC < 670   EC >= 670

pH < 7.5    0.333      0           0          0.667
pH >= 7.5   0.667      1           1          0.333
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Author:Shihab, Khalil; Rashid, Maki
Publication:International Journal of Computational Intelligence Research
Geographic Code:1USA
Date:Jul 1, 2007
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