LTE Traffic Model
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Traffic model for LTE...
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LTE Radio Access, Rel. RL40, Operating Documentation, Issue 03
LTE Traffic Model DN0972027 Issue 02 Approval Date 2012-10-16 Confidential
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LTE Traffic Model
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DN0972027
LTE Traffic Model
Table of contents This document has 17 pages. Summary of changes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
DN0972027
1
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
2 2.1
Traffic dimensionig principles. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Overbooking factor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
3
Traffic modeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
4
Default LTE traffic model . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
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LTE Traffic Model
List of figures
4
Figure 1
Overall dimensioning process. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Figure 2 Figure 3 Figure 4
Offered vs served traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Traffic daily profile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Overall dimensioning workflow (E-UTRAN + EPC). . . . . . . . . . . . . . . . . 11
Figure 5 Figure 6
Subscription rate vs average throughput . . . . . . . . . . . . . . . . . . . . . . . . 11 Steps in traffic modelling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
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LTE Traffic Model
List of tables
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Table 1
Exemplary TM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Table 2 Table 3 Table 4
Service characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Traffic mix’s for different subscriber type . . . . . . . . . . . . . . . . . . . . . . . 14 Calculated values for BHCA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Table 5
Traffic model for LTE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
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Summary of changes
LTE Traffic Model
Summary of changes Changes between document issues are cumulative. Therefore, the latest document issue contains all changes made to previous issues. Changes between issues 03 DRAFT (2012-07-13, RL40) and 03 (2012-10-16, RL40) •
All chapters: editorial changes
Issue 03 DRAFT (2012-07-13, RL40)
First issue for RL40.
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DN0972027
LTE Traffic Model
Introduction
1 Introduction The purpose of this document is to describe the general LTE Traffic Model (TM) concep t and its role in the network dimensioning process. In addition to descriptions of the general conceptual background, the document also provides proposals for a def ault TM for LTE networks that can be used as basic traffic requirement assumptions during dimensioning exercises that have to be executed without information on expected traffic volumes.
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Traffic dimensionig principles
LTE Traffic Model
2 Traffic dimensionig principles The Traffic Model described in this document is an essential precondition for both LTE Radio Network and LTE Access Transport Network Dimensioning. The objective of Network Dimensioning is: •
•
for Radio dimensioning, to determine the number of cells/sites required •
to cover a certain geographical area (radio coverage dimensioning)
•
to serve a particular expected total traffic volume demanded by the network's subscribers (radio capacity dimensioning)
for Access/Transport dimensioning, to determine •
transport resources required for user data, signaling data & O&M data on the LTE/SAE transport interfaces (transport capacity dimensioning)
A dimensioning campaign can only be started if a particular set of obligatory input data has been collected beforehand. Especially for radio and transport capacity dimensioning, the Traffic Model is one of those essential inputs. For the radio network, the initial point of a dimensioning campaign is to ensure that the desired coverage is achieved (this takes place without any evaluation of expected subscriber traffic volumes or figures). Once this step is made, the minimum amount of needed sites required to cover the area to be served with sufficiently strong radio signal is known.
Figure 1
Overall dimensioning process
Usually the next step is capacity d imensioning. This is because capacity dimensioning basically compares the capacity (= throughput) of a single cell/site with the expected traffic volumes.
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LTE Traffic Model
Traffic dimensionig principles
Figure 2
Offered vs served traffic
The maximum traffic must be managed in the 'busy hour', i t is of essential importance to estimate the amount of traffic that is to be carried by a system/network in the Busy Hour (BH ). This is only one of possible approache s, assuming the worst case from the point of offered traffic. On the other hand, it is the most appropriate solution because the network must be capable of serving users all the time. Figure 3 Traffic daily profile shows the 'busy hour' denotes that time of day, where the highest traffic volumes are to be expected due to subscribers' behavior.
Figure 3
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Traffic daily profile
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Traffic dimensionig principles
LTE Traffic Model
In a typical network, during a packet call, network subscribers receive and transmit different amounts of data. Moreover, they move/roam from one cell to another. Though the subscribers' traffic demands and roaming behavior during established connections are highly individual and independent events, a statistical representation of t he subscribers' behavior in the network helps planners to achieve suitable figures on which to base a dimensioning campaign. In other words, individual subscriber behavior must be reflected by a modeled 'busy hour traffic profile' (= Traffic Model) the aim of which is to come as close as possible to the traffic volumes that the network in question must carry in reality. The aforementioned aspects are described in this Traffic Model document. A TM can either be very complex and precise or very simple. Either way, the dimensioning expert should usually have received the traffic model description parameters or figures from the customer for which the dimensioning campaign is performed. If the traffic model figures are not provided by the requesting customer, the dimensioning expert should request this data and clearly state that without exact TM the accuracy of the results of the capacity dimensioning campaign is reduced. Usually, a TM is provided in the form of a number of subscribers with a tr affic model per subscriber, as shown in Table 1 Exemplary TM: Se rvice
Usage per month
Usage in Busy Hour
Voice
300 min
28,4 mErlang
WWW
10 MB
0,13 kbps
FTP
30 MB
0,39 kbps
Streaming
20 MB
0,26 kbps
Table 1
Exemplary TM
However, the availability of a customer-provided traffic model cannot always be taken for granted. In some cases, the dimensioning expert has no traffic model description from the customer which he can use as basis for capacity dimensioning. As a TM is a mandatory input for any capacity dimensioning campaign, a default TM should exist for the case that no other customer-specific traffic figures are available. As, usually, a TM is very operator- or, respectively, country-specific the default model shall be used only if operator data do no a llow for an estimation of expected traffic in the analyzed network. During dimensioning, the traffic model has a direct influence on the load that must be managed, all of the segments/interfaces; therefore, it must be clearly defined. Generally speaking, to avoid further problems, traffic modeling should be the first step when it comes to network dimensioning. The following workflow then can be applied:
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LTE Traffic Model
Traffic dimensionig principles
Figure 4
Overall dimensioning workflow (E-UTRAN + EPC)
For detailed information about Radio, Access, or Core planning please refer to the corresponding guidelines.
2.1
Overbooking factor The network has to be designed to provide sufficient capacity to its users. It is a compromise between costs and bandwidth. In practice, users transmit data for only a small portion of time. In fact the average throughput tends to be much lower than the requested subscription rate. The relation between subscription rate and average subscriber throughput in the busy hour (BH) is called overbooking factor (OBF). Subscription Rate OFB = ------------------------------------------------------------------------------ Average throughput within BH
Figure 5
Subscription rate vs average throughput
In other words, this parameter gives information about the possibility to increase the number of users that can share the same resources. For typical dimensioning campaigns values for OBF are in the range of 10-25.
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Traffic modeling
LTE Traffic Model
3 Traffic modeling The real traffic in a net work depends on the distribution of subscribers w ith individually varying traffic behavior using different terminal types over the planned area. This distribution is not constant, but more or less randomly varies over time. For dimensioning, however, usually it is assumed that only one TM is valid in the whole network (i.e. neither subscriber nor clutter differentiation). For big areas, it is possible to assume different traffic models for different clutters. In an LTE network, which is based on an 'all-IP' architecture, various applications can be served. One of the steps in the TM definition is to assume which application will be allowed for particular users. When different phases of traffic evolution are planned also a forecast of traffic increase in forthcoming years is essential. Figure 6 Steps in traffic modelling sums up all of the mentioned issues.
Figure 6
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Steps in traffic modelling
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DN0972027
LTE Traffic Model
Default LTE traffic model
4 Default LTE traffic model As stated in the introduction, a default traffic model is required for those cases where a dimensioning expert needs to execute a dimensioning campaign, but did not receive a traffic model from the requesting customer. A default TM is defined by assuming a 'standard' subscriber who uses all accounted services in parallel. In this document, three different variants 'subscriber profile' have been defined (the exact difference between them are explained in more detail later), each of them characterized by a particular emphasis in the 'traffic mix': •
Voice dominant
•
Data dominant
•
Mixed (voice + data)
The proposed TM follows the steps introduced in Traffic modeling. All corresponding assumptions have been collected below. 1.
The proposed TM assumes the usage of only one TM in the whole area. Users are uniformly distributed among all areas of different clutter types, and, within each area, the subscriber behavior is assumed to be the same.
2.
The amount of considered serv ices used by the network subscribers is limited to five (see table below).
3.
Each service is characterized by the mean holding time and transfer size: Service
Transfer size [kB]
Mean holding time [s]
VoIP
180
90
Video
720
90
Streaming (Live TV)
10500
600
Web browsing
500
600
FTP
5000
312
Table 2 4.
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Service characteristics
As indicated above, three different subscriber profiles were defined. Each profile is represented by different services usage. Three different traffic mix have been defined as shown in the Table 3 Traffic mix’s for different subscriber type.
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Default LTE traffic model
LTE Traffic Model
Unit
Value
1) Voice dominant subscriber profile Voice Usage per Subscriber
min
5
Video Usage per Subscriber
min
0
Streaming Usage per Subscriber
min
0
Web Usage per Subscriber
pages
0,333
FTP
kB
390,7
Data Usage per Subscriber
MB
1
2) Data dominant subscriber profile Voice Usage per Subscriber
min
0,1
Video Usage per Subscriber
min
0,1
Streaming Usage per Subscriber
min
2
Web Usage per Subscriber
pages
3,33
FTP
kB
7747
Data Usage per Subscriber
MB
10
3) Voice and data mixed profile Voice Usage per Subscriber
min
2,5
Video Usage per Subscriber
min
0,05
Streaming Usage per Subscriber
min
1
Web Usage per Subscriber
pages
1,665
FTP
kB
2913,5
Data Usage per Subscriber
MB
5
Table 3
Traffic mix’s for different subscriber type
As the users'/subscribers' behavior is influenced by evolving operators' service policies and the extent of the users' f amiliarity with the new data services, the traffic mix of the different subscriber profile is expected to change in forthcoming years. Therefore, a further tuning of the TM and subscriber profiles will be necessary in future. 5.
For calculation of traffic demand, the number of Busy Hour Call Attempts ( BHCA) must be calculated. The Busy Hour Call Attempts per subscriber can be calculated using the following other formulas: •
Voice, Video, and Streaming usage is expressed as 'minutes per month' , therefore the same formula applies to all of these. BHCA [#]
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=
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Service usage per BH [min] --------------------------------------------------------------------------Servic e MHT
DN0972027
LTE Traffic Model
Default LTE traffic model
•
For Web-browsing BHCA per subscriber, the following parameters are needed: BHCA [#]
•
=
Web Usage per Subscriber -----------------------------------------------------------------------------Tra ff ic Requests per session
Typical web session consists of 5 web pages; one page is equal to one Traffic Request .The average size of a web page is considered to be 100 KB. Considering this, the average data size of HTTP based traffic is 500 KB (5 web pages * 100 KB) as seen in the table. For calculating the File Transfer Protocol ( FTP ) BHCA, the following formula is used. BHCA [#]
=
Dat a volume ---------------------------------------------FTP transfer size
BHCA 1) Voice dominant subscriber profile VoIP
3,33
Video
0
Streaming (Live TV)
0
Web browsing
0,07
FTP
0,08
2) Data dominant subscriber profile VoIP
0,07
Video
0,07
Streaming (Live TV)
0,20
Web browsing
0,67
FTP
1,55
3) Voice and data mixed profile VoIP
1,67
Video
0,03
Streaming (Live TV)
0,10
Web browsing
0,33
FTP
0,58
Table 4
Calculated values for BHCA
If the application characteristics and BHCA of a system can be determined, then traffic per particular application for the busy hour can be obtained in the following way: Traffic_Volume_per_Application [kB]
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BHCA ⋅ transfer_size_application
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Default LTE traffic model
LTE Traffic Model
Traffic volume per subscriber is the sum of all application volumes used by th is subscriber. For each area (and each phase), the traffic demand has to be accumulated for the number of subscribers who may use the specified services in this area and in this phase. The following definitions shall be used: OfferedTraffic [kB] 6.
=
number_of_subcarriers ⋅ Traffic_Volume_per_subscriber
Traffic forecast plays a major role in cellular planning. It gives information about network growth for the years to com e. It allows to plan future network design, cost, geographical site distribution etc. The current prediction is that network traffic growth will be very fast. The estimated growth will be 15% per year. By using the following equation, the traffic evolution for the years 2009-2013 has been calculated. Tr aff ic Vo lu me ( 2009 + n )
=
1.15 ⋅ n ⋅ TrafficVolume (2009 )
n = 1, 2, 3... A number of services have different requirements for uplink and downlink direction, e. g. download of music files requires high transfer capacity for downlink while the uplink is utilized only for short messages such as acknowledgements. Therefore, the calculations described below need to be done separately for the uplink and downlink. While the main reference document provides only values for downlink direction, the following simplified approach is used for the UL traffic volume calculation. The general idea is to introduce a parameter responsible for converting the DL volume to UL. This parameter is set to equal "4,3 : 1 " It is important to indicate that this is a simplified approach, and no differentiation on application basis has be en done - all applications are being treated with the same conditions. All proposed values [kB during BH] have been collected in the following table. 2009
2010
2011
2012
2013
Voice dominant DL
UL
DL
UL
DL
UL
DL
UL
DL
UL
VoIP
600,00
139,53
690,00
160,47
793,50
184,53
912,53
212,22
1049,40
244,05
Video
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
Streaming (Live TV)
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
Web browsing
33,30
7,74
38,30
8,91
44,04
10,24
50,65
11,78
58,24
13,54
FTP
390,70
90,86
449,31
104,49
516,70
120,16
594,21
138,19
683,34
158,92
TOTAL
1024,00
238,14
1177,60
273,86
1354,24
314,94
1557,38
362,18
1790,98
416,51
2009
2010
2011
2012
2013
Data dominant
16
DL
UL
DL
UL
DL
UL
DL
UL
DL
UL
VoIP
12,00
2,79
13,80
3,21
15,87
3,69
18,25
4,24
20,99
4,88
Video
48,00
11,16
55,20
12,84
63,48
14,76
73,00
16,98
83,95
19,52
TOTAL
10240,00
2381,40
11776,00
2738,60
13542,40
3149,40
15573,76
3621,80
17909,82
4165,08
Id:0900d80580973ccd Confidential
DN0972027
LTE Traffic Model
Default LTE traffic model
Streaming (Live TV)
2100,00
488,37
2415,00
561,63
2777,25
645,87
3193,84
742,75
3672,91
854,17
Web browsing
333,00
77,44
382,95
89,06
440,39
102,42
506,45
117,78
582,42
135,45
FTP
7747,00
1801,63
8909,05
2071,87
10245,41
2382,65
11782,22
2740,05
13549,55
3151,06
TOTAL
10240,00
2381,40
11776,00
2738,60
13542,40
3149,40
15573,76
3621,80
17909,82
4165,08
2009
2010
2011
2012
2013
Voice + Data DL
UL
DL
UL
DL
UL
DL
UL
DL
UL
VoIP
300,00
69,77
345,00
80,23
396,75
92,27
456,26
106,11
524,70
122,02
Video
24,00
5,58
27,60
6,42
31,74
7,38
36,50
8,49
41,98
9,76
Streaming (Live TV)
1050,00
244,19
1207,50
280,81
1388,63
322,94
1596,92
371,38
1836,46
427,08
Web browsing
832,50
193,60
957,38
222,65
1100,98
256,04
1266,13
294,45
1456,05
338,62
FTP
2913,50
677,56
3350,53
779,19
3853,10
896,07
4431,07
1030,48
5095,73
1185,05
TOTAL
5120,00
1190,70
5888,00
1369,30
6771,20
1574,70
7786,88
1810,90
8954,91
2082,54
Table 5
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Traffic model for LTE
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