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Contents Telektronikk - Telenor

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74<br />

Si:<br />

extreme<br />

high<br />

n s<br />

n s<br />

normal<br />

s n<br />

0<br />

0 20 40 60 80 100<br />

% of circuit-groups<br />

Figure 11 Distribution (s) of the observed skewness indices (Si)<br />

compared with the skewness of the normal distribution function<br />

(n) [7]<br />

then compared with the basic variations<br />

D. D = (2tmY/T) 1/2 , where tm = average<br />

holding time, Y = measured intensity in<br />

the peak-hour, T = integration period, or<br />

the read-out period.<br />

The peak-hour’s internal skewness was<br />

studied by comparing its half-hour intensities.<br />

It was seen that only in 20 % of the<br />

circuit-groups the skewness was normal,<br />

i.e. in measures of the basic variation<br />

(Figure 11). The skewness was remarkably<br />

higher in 58 % and very remarkably<br />

higher in 22 % of the circuit-groups,<br />

when according to the Poisson-process,<br />

the corresponding percentages were 83.8,<br />

15.7 and 0.5. The variations are thus<br />

clearly higher than ideal. This can be<br />

understood so that the offered intensity is<br />

not constant but changing during the<br />

peak-hour. Thus, the congestions are not<br />

divided evenly over the full hour, but<br />

concentrated to one of the half-hours.<br />

Why dimension during the full hour<br />

when the process, relevant to the quality,<br />

happens during one half-hour only? –<br />

This alone is a reason for reconsidering<br />

the modelling.<br />

In lack of more detailed data, the peakhour’s<br />

internal distribution was studied<br />

as the quarterhours’<br />

relative<br />

range W, i.e. the<br />

difference of the<br />

highest and lowest<br />

quarter-hour<br />

intensity in relation<br />

to the basic<br />

variation. The<br />

observable range<br />

W depends both<br />

on the offered<br />

traffic’s variations,<br />

and the<br />

number of circuits<br />

if it is<br />

dimensioned to limit the variations. In<br />

order to distinguish these two reasons,<br />

the circuit-groups were classified according<br />

to their loading. The Christensen formula’s<br />

goodness factor h is here used for<br />

load classification:<br />

h = (n - Y) / Y 1/2 ,<br />

where h = the load index, n = number of<br />

circuits, Y = average of the round’s days’<br />

peak-hour intensities.<br />

Here the dimensioning is called tight,<br />

when h ≤ 1.5, but normal or loose when<br />

h ≥ 2. Tight dimensioning is used typically<br />

in overflowing high-congestion<br />

first-choice circuit-groups, whereas loose<br />

dimensioning is used in low-congestion<br />

last-choice, and in single circuit-groups.<br />

According to the mathematical tables of<br />

Poissonian distribution, probabilities<br />

10 %, 40 %, 40 %, 10 % are reached by<br />

the range of four samples in corresponding<br />

classes having W = < 1.0, 1.0 to 1.9,<br />

2.0 to 3.2, and > 3.2. The numbers of circuit-groups<br />

in the same classes are given<br />

in Table 1.<br />

It indicates that the circuit-groups in all<br />

are rather well in line with the ideal<br />

Table 1 The range in measured circuit-groups and in the Poissonian distribution,<br />

depending on the dimensioning<br />

Classes of range 3.2 total<br />

Circuit-groups 19 50 26 25 120<br />

% 6 42 22 21 100<br />

Of them tight 19 11 0 0 30<br />

% 63 37 0 0 100<br />

loose 0 39 26 25 90<br />

% 0 43 29 28 100<br />

Poissonian % 10 40 40 10 100<br />

ranges. However, this is only partly a<br />

consequence of ideal offered traffic, but<br />

caused by the combined effect of tight<br />

dimensioning and peaky traffic, namely<br />

- tight dimensioning limits the variations<br />

to narrower than the Poissonian<br />

- loose dimensioning allows the unlimited<br />

variations of the offered traffic,<br />

being generally larger than the Poissonian<br />

- role of the circuit-group – first-choice<br />

or individual or last-choice – has<br />

minor influence on the range, as was<br />

seen separately.<br />

The explanation of the large range in<br />

offered traffic is that the intensity is not<br />

constant during a period of one hour, but<br />

changes by more than the normal variation.<br />

One hour is thus too long a period<br />

for the assumption of equilibrium. – This<br />

result is thus reverse to the English<br />

school which has favoured the smooth<br />

models.<br />

When the distributions in reality differ so<br />

much from the model in common use,<br />

there are two choices:<br />

- to develop the non-Poissonian models<br />

which better describe the large variations<br />

of the hour. The overflow dimensioning<br />

methods give some experiences<br />

in this way, or<br />

- to diminish the dependability of the<br />

model by shortening the read-out<br />

period so far that the assumption of<br />

constant intensity is valid, from one<br />

hour to e.g. a quarter-hour.<br />

A similar phenomenon was observed in<br />

Helsinki at an early stage [1] when the<br />

observed and the calculated congestions<br />

were compared. The calculated congestions<br />

were too few when the read-out<br />

period was half-hour, less differing in<br />

1/8, and well fitting by 1/24 hour. The<br />

only one analysed circuit-group does not<br />

give basis for wide conclusions, but<br />

offers an interesting view for the modellers.<br />

7 The day’s peaks’<br />

concentration to the<br />

peak-hour<br />

The ElCo about the peak-hour concentration<br />

is that the day’s peaks are concentrated<br />

into the peak-hour or to its<br />

vicinity. If the ElCo about peak-hour concentration<br />

is valid, special attention must<br />

be paid to the perfect peak-hour timing.

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