Reliability Analysis Of A Waste Water Treatment Plant With Inspection

S.M. Rizwan *  Joseph V Thanikal **
* Professor and HOD, Department of Mathematics and Statistics, Caledonian (University) College of Engineering, Sultanate of Oman.
** Research professor, Caledonian (University) College of Engineering, Sultanate of Oman.

Abstract

The paper presents a methodology of estimating various reliability indices for analyzing a wastewater treatment plant. The continuous operation of the plant is of utmost importance and therefore its reliability analysis under different stipulated conditions helps in understanding the overall plant performance. Relevant data for a specific waste water treatment plant have been used to validate the methodology. Here, the plant failure is categorized into minor or major reasons of failures and the type of failure is detected by inspection only. Semi-Markov process and regenerative point techniques are used in the entire analysis.

Keywords :

Introduction

Several researchers including Krishna B. Misra [1], Dekker et.al. [2], Wang, H Z[3] and Rizwan &Gulshan[4] have contributed to this challenging area of reliability of systems and have given pathways to meet the real challenges in industries as far as its real application is concerned.The effectiveness of any system depends on its reliability which keeps the system performance close to the original expectations. Systems in practice are subject to deterioration with usage and age. In order to keep those deteriorated systems useful in terms of its extensive quality lifetime and reducing the cost of operations and preventing the occurrence of system failures, regular monitoring, repairs and replacements are necessary. Maintenance models provide the basis of any maintenance quantitative analysis in terms of reliability indices which in turn are helpful in evaluating the overall system performances.

Referring[1] & [4], if the authors consider that the system has only two possible states: working state and failure state which applies to the components of the system as well, then the reliability indices for the system is evaluated as follows:

Availability (A)

Availability is the probability of finding the component / device / system in the operating state at some time into the future. There are several kinds of availability indices. For example:

if the limit exists, average availability over

and Limit average availability: if the limit exists.

Reliability

Reliability is the capacity of parts or components or units, and systems to perform their required functions for desired periods of time without failure in a specified environment and with a desired confidence. Several indices have been used to describe the system reliability related performance. For example,

Repairable system reliability: R (t) =P {the system never fails before time t}.
Mean time to system failure (MTSF)

Capacity of repair (B)

How many repairmen or devices can be used to repair a repairable system? In general, the following indices are used:

{the repairmen or devices are busy, at time t}, if the limit exists.


Failure or replacement frequency (f)

This reflects the frequency of failures or replacements occurring in the repairable system, which can be depicted by the following indices:

 

where N(t) is the number of failures of the system occurring in the time interval and {X(t),t ≥ 0} is a stochastic process describing the repairable system.

Expected number of visits by the repairman (V)

This reflects the number of visits of the repairman who comes to repair/replace the failed unit(s) and repair all the units which fail during his stay at the system. In steady state, the expected number of visits per unit time is , if the limit exists; where Vi(t) is the cumulative number of visits up to time t.

The models being discussed could be fine-tuned for analyzing a multi- unit system/plant of domestic waste water treatment plant. The waste water treatment plants to treat domestic waste water uses biological process for treatment out of which activated sludge processes are in common. This treatment plant consists of several units like: collection well, screening chambers, initial settling tank, aeration tanks, secondary clarifier, filtration and chlorination, to treat the waste water. There are several pumps of different capacity and mechanical equipment that are used to facilitate treatment. It is not unusual that, many of the treatment plants work at more than the peak load due to seasonal variations and unpredicted population increase. The challenge with the operator is to manage and meet the effluent quality after the treatment when it is disposed or used for irrigation purpose. Hence it recommended for studying the nature of failure and recasting such situations for better operation, reliability and performance of such units. Referring[5] ; is a case analysis of a waste water treatment plant. The plant operates at a minimum capacity during the non-touristic months and at full capacity during touristic months which is roughly for about 6 months in a year. The main components of the plant are pumps used for pumping at various stages. The pumps for pumping from the primary settling tank for pretreatment are of 6 in nos. with a capacity of 168cu. m. /hr. where one is always kept as standby pump. There are 4 pumps for supply of ferric chloride, which work at intervals and 5 pumps used for back washing and to pump out the treated effluent. The reliability of these pumps/components is useful from maintenance perspective in order to carry on the whole process without the component failures of tolerable limits and there is no alternative way as well to store the waste water other than treating the effluents and rejecting to the sea. It is observed that the plant is failing due to two reasons as categorized viz., minor or major. However, the variation into the modeling could be analyzed by introducing the concept of inspection for detecting the type of failure. Three years of maintenance data for this treatment plant have been considered and important reliability indices are obtained. The semi-Markov process and regenerative point techniques are used in the entire analysis.

Using the data as in [5] along with some assumed values to match with realistic failure situations of the plant and introducing the inspection rate (α), the following values of rates and various costs are estimated along with some assumptions:


Notations

λ: Failure rate of units
i(t): probability density function of inspection
p1 : Probability of occurrence of minor failure
p2 : Probability of occurrence of major failure
β: Rate of shutting down of 3 pumps during off peak season
©: Convolution between the distributions
: Steiltje's convolutionbetween the distributions
r: Rate of recovery after shut down during peak season
g1(t), G1(t): probability density function(pdf) and cumulative distribution function(cdf) of minor repair
g2(t), G2(t) : pdf and cdf of major repair rate
Φi(t): cdf of first passage time from a regenerative state i to a failed state j

1. Model Description and Assumptions

 

The indices, in this case, are mean time to plant failure and plant availability. There are many other indices as mentioned in the above sections, which are equally important in order to get a better estimation of Profit.

Figure 1. State transition diagram

This could be a very effective mathematical tool to solve the real time problems from maintenance perspective once they understand the system/plant behavior through estimated reliability indices.

2. Transition Probabilities and Mean Sojourn Time

A state transition diagram shows the possible states of transition of the plant as shown in Figure 1. The epochs of entry into states 1, 2, 3, 4 and 5 are regeneration points and hence these states are regenerative states. The transition probabilities are given by:

(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)

By these transition probabilities it can be verified that

(10)
(11)
(12)
(13)
(14)

The mean sojourn time (µi) in the regenerative state 'i' is defined as the time of stay in that state before transition to any other state. If T denotes the sojourn time in the regenerative state 'I', then:

(15)
(16)

Similarly, it could be for states 2, 3 and 4 also.

The unconditional mean time taken by the system to transit for any regenerative state 'j' when it (time) is counted from the epoch of entrance into state 'i' is mathematically stated as:

(17)

The unconditional mean time taken by the system from different states could be evaluated using the above formula.

3. The Mathematical Analysis

3.1 Mean Time to System Failure

Regarding the failed states as absorbing states and employing the arguments used for regenerative processes, the following recursive relation for Φi(t) is obtained:

(18)
(19)

Now the mean time to plant failure when the unit started at the beginning of state 1, is given by

(20)

Solving for Φ0**(s) by taking Laplace Stieltje's transforms, the Mean Time to System Failure (MTSF) when the unit started at the beginning of state 0, is

(21)

3.2 Availability Analysis of the Plant

Using the probabilistic arguments and defining A(t) as the probability of plant entering into upstate at instant t, given that the unit entered in regenerative state i at t=0, the following recursive relations are obtained:

(22)
(23)
(24)
(25)
(26)

Where

Taking Laplace Transforms of the above equations and solving them for A0*(s), we get

(27)

The steady state availability is given by:

(28)

Similarly, the recursive relations for other indices could be obtained and by solving them using determinant methods, we can estimate their numerical values.

4. Particular Case

For this particaular case, all failure rates are exponentially distributed whereas other rates are general. Using the data summary and the expressions of reliability indices, various measures of system effectiveness are estimated as follows

Mean time for the system failure = 746hours
Availability of the system = 0.996790084
Expected busy period for repair = 0.0020380

Similarly, many other reliability measures of the plant such as expected number of minor repairs, expected number of major repairs, expected number of replacements, expected number of minor replacements and the expected number of major replacements could be obtained.

Conclusion

Reliability modeling and analysis proves to be an effective mathematical tool for analyzing effective maintenance practices in any complex system. Given a risk factor, the model predicts the breakdown and repair possibilities and offers a scientific basis on which the optimum reliability results are achieved. In the present analysis, it is worth noting that by introducing inspection, an improved value of MTSF (746 hours) could be obtained as compared to what has been achieved by Rizwan et.al. [5] (429 hours). Slight improvements are noted in other indices as well.

References

[1]. Krishna B. Misra (2008). Handbook of Performability Engineering, Springer, pp.789-803.
[2]. Dekker R. Schouten, FD & Wildeman R, (1997). A review of Multi-Component Maintenance models with economic dependence. Mathematical Methods of Operational Research, Vol 45(3). pp.411-435.
 
[4]. Syed Mohd Rizwan and GulshanTaneja, (2012). Maintenance / Reliability models in technological systems. Caledonian Journal of Engineering, Vol 8 (2), pp.1-3.
[5]. S M Rizwan, Joseph V Thanikal & Michel Torijos, (2013). Reliability Analysis of a Domestic Waste Water Treatment Plant in France. in Proc. of International Conference on Harnessing Technology, 2 -3 Dec, Sultanate of Oman.