Calculation of traffic intensities at the out of SM
After calculation of q-coefficients we need to find the traffic intensities at the out of SM with the help of the following formulas:
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Let us calculate the traffic intensities in the out of SM for NA-3:
E;
E;
E;
E;
E.
Calculations of the traffic intensities at the out of SM for NA-4 and NA-5 are the same, so let’s calculate them and illustrate the results in the table 2.4.
Table 2.4 - Traffic intensities in the out of SM and q coefficients for digital stations
NA-3 | 0,92 | 0,94 | 0,87 | 0,95 | 5,173 | 5,339 | 0,203 | 0,733 | 1,1832 | 12,631 |
NA-4 | 0,92 | 0,94 | 0,87 | 0,95 | 28,105 | 28,982 | 1,103 | 3,938 | 5,8550 | 67,983 |
NA-5 | 0,92 | 0,94 | 0,87 | 0,95 | 28,386 | 29,300 | 1,114 | 4,044 | 5,9543 | 68,798 |
Total subscriber load of HTE (SSM) equals to:
YLO = М×YloSM,
YLI = М×YliSМ,
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YTI= М×Yti SM,
YTO SSP= М×Yto+SSPSM,
YSSC= М×YSSCSM,
where М – is a number of SM on HTE or RSwM.
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Calculations of the total subscribers’load performed for all HTE, RSwM and RSuMUTN. Results are presented in the table 2.5).
For HTE 31/32:
M= ,
by the multiplying this value on obtained earlier loads we obtain:
Table2.5 – Results of calculation subscribers load intensity for network stations
DSS-31/32 «Kvant-Е» | ||||||||||||
N | NSМ | М | YLO HTE | YLI HTE | YSSC | YTI HTE | YSSP HTE | YTO HTE | YHTE | |||
HTE- 31/32 | 15000 | 128 | 118 | 610,402 | 630,002 | 23,959 | 86,494 | 0,450 | 139,616 | 1490,473 | ||
RSwM -1 | 3072 | 128 | 24 | 124,150 | 128,136 | 4,873 | 17,592 | 0,092 | 28,396 | 303,147 | ||
RSwM -2 | 4096 | 128 | 32 | 165,533 | 170,848 | 6,497 | 23,456 | 0,122 | 37,862 | 404,196 | ||
RSuM -1 | 224 | 128 | 2 | 10,346 | 10,678 | 0,406 | 1,466 | 0,008 | 2,366 | 25,262 | ||
RSuM -2 | 256 | 128 | 2 | 10,346 | 10,678 | 0,406 | 1,466 | 0,008 | 2,366 | 25,262 | ||
RSuM -3 | 128 | 128 | 1 | 5,173 | 5,339 | 0,203 | 0,733 | 0,004 | 1,183 | 12,631 | ||
DSS-41/42 SI-2000/V.5
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N | NSМ | М | YLO HTE | YLI HTE | YSSC | YTI HTE | YSSP HTE | YTO HTE | YHTE | |||
HTE - 41/42 | 19000 | 704 | 27 | 139,668 | 144,153 | 5,482 | 19,791 | 0,103 | 31,946 | 341,040 | ||
SAN-1 | 1408 | 704 | 2 | 10,346 | 10,678 | 0,406 | 1,466 | 0,008 | 2,366 | 25,262 | ||
SAN-2 | 2800 | 704 | 4 | 20,692 | 21,356 | 0,812 | 2,932 | 0,015 | 4,733 | 50,525 | ||
DSS-51/52 SI-2000/V.5 | ||||||||||||
N | NSМ | М | YLO HTE | YLI HTE | YSSC | YTI HTE | YSSP HTE | YTO HTE | YHTE | |||
HTE - 51/52 | 16000 | 704 | 23 | 118,977 | 122,797 | 4,670 | 16,859 | 0,088 | 27,213 | 290,516 |
Calculation of traffic intensities for analogue PE
These calculations should be done with the usage of next formulas:
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where is used because of the displacement in the NA-4.
The loads should be calculated by the previously mentioned formulas and performed in the table 2.6.
For PE-45:
Table 2.6 – Calculated traffic intensities for PE-45 and PE-47
Кpriv | YLO PE | YLI PE | YSSC | YTI | YTO | YPE | |||||
PE-45 | 6000 | 0,65 | 3900 | 2100 | 60 | 224,03 | 245,70 | 8,13 | 33,90 | 45,83 | 557,59 |
PE-47 | 4000 | 0,65 | 2600 | 1400 | 40 | 149,35 | 163,80 | 5,42 | 22,60 | 30,55 | 371,73 |
Interstation distribution load on UTN. The gravitational coefficients
Calculation of interstation loads involves the distribution of the output load from the HTE and all the PE to other network stations. Example of load distribution shown in Fig. 2.2.
Figure 2.2 – Scheme of load distribution
The load on the station k to the z-station is given by:
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where – is an intensity of output load from PE -k (HTE- k, RSwM-k);
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- is an intensity of input subscriber load to PE -z;
– is sum of input load intensities on all PE, HTE, RSwM urban network, normalized by gravity coefficientsrelatively to PE-k, (HTE-k,RSwM-k).
YliUTN =∑YliHTEm× nkm +∑YliRSwMr × nkr +∑YliPEx × nkx (2.15)
m r x
In the expression (2.15) the first term − normalizedbygravitycoefficients nkmrelatively to station k sum YliHTE of all network HTE , including calculated HTE -k; second term–the same sum YliRSwMof all network RSwM; third term− the same sumYliPEof all existing PE. Intensity of all input and output loads created by all PE, HTE, RSwM, previously calculated are considered in table2.5).
For calculating interstation loads intensities input and output loads created by RSuM-1,RSuM-2,RSuM-3,THE-31/32 “Kvant-E” must be summarized, considering that RSuM doesn`t perform the function of load circuit.
When designing some real network objects that are of great attraction (located in the same building) can be combined in a hypothetical exchanges, with a capacity equal to the sum of the capacities of stations, which are part of a hypothetical exchange. For a given logical network unification and the creation of a hypothetical PBX for the SAN-1 and the PE-45, as well as the SAN-2 and PE-47, located in the same building.
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Table2.7 – Outgoing and incoming traffic intensities for public exchanges in the network
HTE-31/32 | HTE-41/42 | HTE-51/52 | RSwM-1 | RSwM-2 | SAN-1 | SAN-2 | |
Ylo | 636,27 | 139,67 | 118,98 | 124,15 | 165,53 | 234,38 | 256,38 |
Yli | 656,70 | 144,15 | 122,80 | 128,14 | 170,85 | 170,71 | 185,16 |
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The normalized gravity coefficients nkz from station k to station z are determined by the results of research on the web. Intrastation for communication and for communication between stations and sub-stations spaced from each other within 0,5 km can take nkz = 1. At large distances nkz coefficient reduced to 0.9, respectively; and even 0.8 to 0.3. With the same distance in the direction from the periphery to the center nzk coefficients slightly larger and in the opposite direction - is somewhat smaller. All pre-set and calculated according to the distance interstation nkz rates recorded in the table inter-station gravity (Table. 2.8).
Table 2.8 - Attraction coefficients depending of distance between the stations
L, км | 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
nk-z | 1,00 | 0,90 | 0,80 | 0,75 | 0,70 | 0,65 | 0,60 | 0,55 | 0,50 | 0,48 |
L, км | 10 | 11 | 12 | 14 | 16 | 18 | 20 | 22 | 24 | 26 |
nk-z | 0,45 | 0,43 | 0,40 | 0,38 | 0,36 | 0,32 | 0,30 | 0,29 | 0,28 | 0,25 |
Selected gravity coefficients, depending on the configuration of the network are entered into the table. 2.9.
Table 2.9 - Attraction coefficients
from/to | HTE-31/32 | HTE-41/42 | THE-51/52 | RSwM-1 | RSwM-2 | SAN-1 | SAN-2 |
HTE-31/32 | 1 | 0,32 | 0,6 | 0,43 | 0,55 | 0,32 | 0,25 |
HTE-41/42 | 0,32 | 1 | 0,5 | 0,43 | 0,55 | 0,7 | 0,8 |
THE-51/52 | 0,6 | 0,5 | 1 | 0,45 | 0,5 | 0,45 | 0,48 |
RSwM-1 | 0,43 | 0,43 | 0,45 | 1 | 0,9 | 0,36 | 0,38 |
RSwM-2 | 0,55 | 0,55 | 0,5 | 0,9 | 1 | 0,43 | 0,4 |
SAN-1 | 0,32 | 0,7 | 0,45 | 0,36 | 0,43 | 1 | 0,7 |
SAN-2 | 0,25 | 0,8 | 0,48 | 0,38 | 0,4 | 0,7 | 1 |
The calculation results Ykz Interstation load recorded in the table Interstation load (tab. 2.10).
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Table 2.10 - Interexchange traffic intensities
from/to | HTE-31/32 | HTE-41/42 | THE-51/52 | RSwM-1 | RSwM-2 | SAN-1 | SAN-2 | Σ intensities |
HTE-31/32 | 407,05 | 28,59 | 45,67 | 34,15 | 58,25 | 33,86 | 28,69 | 636,27 |
HTE-41/42 | 35,26 | 24,19 | 10,30 | 9,25 | 15,77 | 20,05 | 24,85 | 139,67 |
THE-51/52 | 52,22 | 9,55 | 16,28 | 7,64 | 11,32 | 10,18 | 11,78 | 118,98 |
RSwM-1 | 43,10 | 9,46 | 8,43 | 19,56 | 23,47 | 9,38 | 10,74 | 124,15 |
RSwM-2 | 63,91 | 14,03 | 10,86 | 20,41 | 30,23 | 12,99 | 13,11 | 165,53 |
SAN-1 | 62,64 | 30,08 | 16,47 | 13,75 | 21,90 | 50,89 | 38,64 | 234,38 |
SAN-2 | 55,37 | 38,90 | 19,88 | 16,42 | 23,05 | 40,30 | 62,45 | 256,38 |
Σ intensity | 719,57 | 154,80 | 127,90 | 121,18 | 183,99 | 177,65 | 190,26 | 1675,35 |
Balance, % | -9,58 | -7,39 | -4,16 | 5,43 | -7,69 | -4,07 | -2,76 |
From the obtained values of balance that don`t exceed 10% we can see that little difference can take place in the calculations. The mistake probably was created by the not accurate counting’s.
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