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Variable Peak Factors

Introduction

It is a known fact that peak factors are higher when demands are lower. When designing internal water supply consultants implement some of the empirical equations to cater for that. But, when designing water reticulations, they tend to ignore this fact, or, at the most, they implement higher overall factor to entire network when the network is rather small. This does not fully address the problem, as edges of even the largest networks have very high peak factors.

Reason for ignoring a problem is assumption that looped network cannot be analysed employing variable peak factors, and water reticulations are generally looped.

That assumption is in fact false, looped network can be analysed with variable peak factors if we employ probability theory and repeat analysis sufficient number of times. In each iteration, node demand will be calculated from probability theory, using Gumbel distribution. Therefore, in each iteration node demand will be different, but at least once during the analysis it will reach maximum as determined by specified confidence factor.

Result of analysis is summary envelope of all executed iterations, that is maximum node discharges and minimum pressures. Maximum pipe flows will also, by necessity, follow Gumbel distributions with specified confidence factor.

Analysis – Variable Peak Factors

Three peak demand curves are built in and users can create additional curves.

Press Curve button to view or append curves

Select confidence factor as required.

Notes on confidence factor:

Peak Demand Curves

Unit on horizontal axis is shown as kl/day, which is the same as Equivalent Erven used in SA. I prefer using something that is possible to understand internationally.

Selected curve is shown with the thick line.

Change confidence level to see its influence on curves.

Click Create if you want to create new curve.

Notes on CSIR Curve

Dashed line is a curve proposed in Guidelines for human settlements, and is only for display purposes. There are reasons for not using it:

Create Peak Demand Curve

To create Peak demand curves, we use method proposed by Zhang in 2005. Particular advantage of this method is that indoor water demand can be separated from outdoor demand, or rather garden watering.

Curve name must be unique.

Description should point to important parameters, and is displayed at analysis window as a reminder.

Base peak factor is peak factor for unlimited number of users, far to the right on the curve (minimal peak factor). Please note that it applies only to indoor use, outdoor use has its own rules.

Specify percentage of water used for garden. Zero is acceptable.

Watering in some parts of the country is highly seasonal, and number of moths where watering is used significantly influence peak factor.

Press refresh to update summary table showing peak factors for selected consumption.

Change confidence factor to see how it influence peak factors.