An overview of LTe PosiTioning - Spirent/media/white papers/mobile/lte_lbs_white_paper_2012.pdfAn...

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AN OVERVIEW OF LTE POSITIONING February 2012 Rev. A 02/12

Transcript of An overview of LTe PosiTioning - Spirent/media/white papers/mobile/lte_lbs_white_paper_2012.pdfAn...

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An overview of LTe PosiTioningFebruary 2012

Rev. A 02/12

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© 2012 Spirent. All Rights Reserved.

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CoNTENTS

Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1

LTE Positioning Technologies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2

Cell ID and Enhanced Cell ID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

Assisted Global Navigation Satellite Systems . . . . . . . . . . . . . . . . . . . . . 4

observed Time Difference of Arrival . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Positioning Architecture in LTE Networks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7

LTE Positioning Protocol . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8

Control Plane Positioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9

User Plane Positioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10

Area Event Triggering. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11

Emergency Positioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11

Support for Multi-Location Technologies. . . . . . . . . . . . . . . . . . . . . . . . . . . . .12

Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12

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INTRoDUCTIoN

Demand for mobile services is exploding and one of the

fastest growing segments is Location Based Services (LBS),

primarily driven by two major requirements: emergency

services and commercial applications. For emergency

services, the most significant driver is the FCC’s E911 mandate

in the US, which requires location (with certain accuracy

limits) of emergency callers to be provided. A wide variety

of commercial applications, such as maps and location-

based advertising, also need fast and accurate positioning

performance. In response to these needs, second and third

generation networks (WCDMA, GSM, CDMA) have added support for several positioning

technologies, which vary in their accuracy and Time to First Fix (TTFF) performance.

They range from simple network-based schemes to complex trilateration and satellite-

based solutions.

With the rollout of LTE comes a new focus on enabling E911 and LBS on these 4G

networks, while providing a seamless transition between LTE and 2G/3G positioning

services. Current LTE standards support three independent handset based positioning

techniques: Assisted Global Navigation Satellite Systems (A-GNSS), observed Time

Difference of Arrival (oTDoA), and Enhanced Cell ID (ECID). There is new protocol for LTE

called LPP (LTE Positioning Protocol), although SUPL 2.0 (Secure User Plane Location)

remains a key User Plane protocol for enabling LBS and E911 on some networks,

with its support for techniques such as WiFi positioning. Taken together, these latest

positioning techniques promise effective and efficient positioning performance in LTE

networks, although at the cost of increased complexity.

fcc e911 requirement

2D error for a given set of

measurements:

67% < 50m

95% <150m

This white paper provides an overview of positioning techniques, protocols and architecture supported in LTE networks (as of LTE release 9).

LTe PosiTioning

A-GNSS, OTDOA, ECID

LPP SUPL 2.0

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LTE PoSITIoNING TEChNoLoGIES

3GPP Release 9 for LTE defines support for three handset based positioning

technologies: ECID, A-GNSS, oTDoA and LPP, a new positioning protocol. The following

sections describe each of these technologies in detail.

Cell ID and Enhanced Cell ID

Cell ID (CID) positioning is a network based technique that can be used to estimate

the position of the UE quickly, but with very low accuracy. In the simplest case, the

position of the UE is estimated to be the position of the base station it is camped on.

Cell ID positioning performance can be improved by measuring certain network

attributes, a technique called Enhanced Cell ID (ECID). In ECID, the

Round Trip Time (RTT) between the base station and the UE is used to

estimate the distance to the UE. In addition, the network can use the

Angle of Arrival (AoA) of signals from the UE to provide directional

information. See Figure 1.

The RTT is determined by analyzing Timing Advance (TA)

measurements, either from the eNodeB or by directly querying the

UE. The eNodeB tracks two types of TA measurements – Type 1

and Type 2. Type 1 is measured by summing the eNodeB and the UE

receive-transmit time differences. Type 2 is measured by the eNodeB

during a UE Random Access procedure.

AoA is measured based on uplink transmissions from the UE and the known

configuration of the eNodeB antenna array. The received UE signal between successive

antenna elements is typically phase-shifted by a measurable value. The degree of

this phase shift depends on the AoA, the antenna element spacing, and the carrier

frequency. By measuring the phase shift and using known eNodeB characteristics, the

AoA can be determined. Typical uplink signals used in this measurement are Sounding

Reference Signals (SRS) or Demodulation Reference Signals (DM-RS).

Figure 1: ECID positioning

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As stated earlier, CID positioning has very low accuracy, typically equating to the size

of the cell the UE is camped on (which may be in the order of kilometres). ECID is able

to provide better accuracy in comparison to CID; the main sources of error in ECID are

receive timing uncertainty (which affects the RTT calculation) and multipath reflections.

summAry of cid/ecid PosiTioning

PrinciPLe

Use knowledge of the serving cell, Round Trip Time and Angle of Arrival of the uplink signal to position the UE

Key use cAses

Quick, coarse fix as an input to other, more accurate positioning technologies Fall back methods in case A-GNSS/oTDoA are unavailable

AccurAcy

Typically 150m or coarser

ECID is able to provide better accuracy in comparison to CID; the main sources of error in ECID are receive timing uncertainty (which affects the RTT calculation) and multipath reflections.

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Assisted Global Navigation Satellite Systems (A-GNSS)

GNSS refers collectively to multiple satellite systems, such as GPS and GLoNASS.

With conventional standalone GNSS, the GNSS receiver in the mobile device is solely

responsible for receiving satellite signals and computing its location. The receiver needs

to acquire satellite signals through a search process; it must lock onto at least four

satellites in order to compute a 3-D position. The acquisition process can be demanding

in terms of battery and processing power, and TTFF can be long.

The performance of standalone GNSS can be significantly improved by

a technique called Assisted GNSS. See Figure 2. In a typical A-GNSS

implementation, the standalone GNSS facilities of the phone are augmented

by data provided by the network, termed “Assistance Data”, which includes

information the mobile GNSS receiver can use to accelerate the process of

satellite signal acquisition. The final position can be calculated by either the

UE or the network and shared with third parties (such as emergency PSAPs1).

A-GNSS speeds up positioning performance, improves receiver sensitivity

and helps to conserve battery power. A-GNSS works well outdoors and in

scenarios where a reasonably good view of the sky is available. Performance

is generally poor in environments with high obscuration and multipath, such

as indoors and in dense urban settings.

Currently, two global systems are fully operational – GPS and GLoNASS. Although

mobile receivers have traditionally supported positioning using A-GPS alone, it

is possible to use both satellite systems simultaneously to acquire a position.

The advantage of this technique is to effectively increase the number of satellites

available for signal acquisition, and it can improve performance in high-obscuration

environments like cities. Assistance data can be provided by the LTE network for both

GPS and GLoNASS satellites (as well as Galileo and QZSS when these systems are fully

operational).

summAry of A-gnss PosiTioning

PrinciPLe

Use standalone GNSS with help from the LTE network to speed up the position calculation process

Key use cAses

highly accurate, technology of choice for positioning

AccurAcy

Typically 10 – 50m

Figure 2: A-GNSS positioning

1 PSAP - Public Safety Answering Point.

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observed Time Difference of Arrival (oTDoA)

oTDoA techniques are similar in principle to the GNSS position calculation

methodology. The UE measures time differences in downlink signals from two or

more base stations. Using the known position of the base stations and these time

differences, it is then possible to calculate the position of the UE. Generally, the signals

used for oTDoA are cell Reference Signals (RS). See Figure 3.

In LTE, the measured time difference between the RS from the serving cell and one or

more neighboring cells is known as Reference Signal Time Difference (RSTD). In order

to calculate the position of the UE, the network needs the positions of the eNodeB

transmit antennas and the transmission timing of each cell (which can be challenging if

the eNodeBs are asynchronous).

one of the biggest challenges faced by LTE oTDoA is the requirement to measure

neighboring cell RS accurately enough for positioning. To overcome this problem,

special positioning sub frames have been defined in Release 9 called Positioning

Reference Signals (PRS). See Figure 4. These special reference signals can assist in the

measurement of neighboring cell signals by increasing RS energy.

Figure 3: oTDoA positioning

One of the biggest challenges faced by LTE OTDOA is the requirement to measure neighboring cell RS accurately enough for positioning. To overcome this problem, special positioning sub frames have been defined in Release 9 called Positioning Reference Signals.

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The PRS is periodically transmitted along with the cell specific RS in groups of

consecutive downlink sub frames. In a fully synchronized network, these positioning

sub frames overlap, allowing for reduced inter-cell interference. In the case that the PRS

patterns in two neighboring cells overlap, the network may mute the transmissions to

improve signal acquisition. The network can also provide Assistance Data to the UE to

aid its acquisition of the PRS. This data usually consists of relative eNodeB transmit

timing differences (in the case of a synchronous networks), search window length, and

expected PRS patterns of surrounding cells.

In LTE, oTDoA and A-GNSS may be used together in a “hybrid” mode. Since the

fundamental positioning calculation approach is the same, a combination of satellites

and base station locations can be used in the position calculation function. In this

technique, the UE measures the RSTD for at least one pair of cells and satellite signals,

and returns the measurements to the network, which is responsible for analyzing the

measurements and calculating a position. This hybrid mode can be expected to provide

better accuracy than oTDoA positioning alone, and is a key enabler for improving

positioning accuracy in challenging environments.

summAry of oTdoA PosiTioning

PrinciPLe

Use time difference of arrival of special Positioning Reference Signals (PRS) from 2 or more LTE base stations

Key use cAses

Fallback technology when GNSS is not available Positioning indoors and environments without clear sky visibility

AccurAcy

50-200m (based on simulation)

Figure 4: Structure of the PRS

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PoSITIoNING ARChITECTURE IN LTE NETWoRkS

Positioning information exchange between the UE and the LTE network is enabled by

the LTE positioning protocol. LPP is similar to protocols such as RRC, RRLP, and IS-801

already deployed in 2G and 3G networks2. LPP is used both in Control Plane and User

Plane (enabled by SUPL 2.0). The key entity in the core network that handles positioning

is the Evolved Serving Mobile Location Center (E-SMLC). The E-SMLC is responsible for

provision of accurate assistance data and calculation of position.

SUPL 2.0 can be deployed across 2G, 3G and 4G networks to provide one common user

plane protocol. In initial LTE deployments, it is possible to use SUPL 2.0 with RRLP over

LTE, which helps in enabling user plane positioning before implementing LPP. So in

summary, positioning in LTE networks can be accomplished in one of three ways.

2 Note that RRLP only supports A-GNSS; delivery of LTE ECID and oTDoA information is not supported. however, SUPL 2.0 has native support for sending information about the serving LTE and neighboring cells.

Time difference of ArrivAL TechnoLogies in 2g/3g services – An overview

cdmA AfLT

In AFLT, CDMA pilot signals are used for measuring the time difference of arrival. CDMA base stations are synchronized with GPS time, which eliminates timing offsets between base stations and optimizes hybrid AFLT + A-GNSS positioning.

gsm e-oTd

In E-oTD, the UE measures the time difference of arrival at its receiver of burst signals from different BTS’s. A Location Measurement Unit (LMU) is used to synchronize BTS timing.

wcdmA oTdoA-iPdL

oTDoA in WCDMA is characterized by Idle Periods in Down Link (IPDL) to allow the UE to listen to neighboring cell signals which otherwise are subject to interference from the stronger serving cell signal.

LTe PosiTioning meThods

CONTROL PLANE with LPP

SUPL 2.0 with RRLP

SUPL 2.0 with LPP

disAdvAnTAges of oTdoA in gsm/wcdmA

Clock errors, lack of Base Station synchronization, cost of deploying LMUs and heavy signaling overhead discouraged use of these technologies for commercial purposes.

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LTE PoSITIoNING PRoToCoL

Positioning over LTE is enabled by LPP, which is designed to support the positioning

methods covered previously. LPP call flows are procedure based, where each procedure

has a single objective (for example, delivery of Assistance Data).

The main functions of LPP are

• to provision the E-SMLC with the positioning capabilities of the UE

• to transport Assistance Data from the E-SMLC to the UE

• to provide the E-SMLC with co-ordinate position information or UE measured signals

• to report errors during the positioning session.

LPP can also be used to support “hybrid” positioning such as oTDoA + A-GNSS.

In the case of network based positioning techniques, the E-SMLC may require

information from the eNodeB (such as receive-transmit time difference measurements

for supporting ECID). A protocol called the LPP-Annex (LPPa) is used to transport this

information.

LPP

OTDOA

ECID

A-GNSS

eXTensions To LPP (LPPe)

LPP was designed to enable the key positioning methods (with enhancements) available on 2G and 3G networks, and provide the minimum set of data necessary for positioning. The oMA has proposed extensions to LPP (LPPe) which can be used to carry more data to improve existing positioning techniques as well enable new methods (such as WLAN positioning). LPPe is primarily considered a User Plane positioning enabler.

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CoNTRoL PLANE PoSITIoNING

With Control Plane implementations, most commonly used in emergency services,

positioning messages are exchanged between the network and the UE over the

signaling connection. In LTE, control plane positioning is enabled by the Mobility

Management Entity (MME), which routes LPP messages from the E-SMLC to the UE using

NAS Downlink Transfer Messages. See Figure 5. Control Plane positioning is quick,

reliable and secure.

conTroL PLAne cALL fLows

Network Initiated Location Request (NILR) – Primarily used for emergency positioning. The network instructs the UE to provide a position, and may send unsolicited Assistance Data

Mobile Terminated Location Request (MTLR) – Initiated by the network, this differs from NILR with the addition of privacy features – the user can reject the location request.

Mobile originated Location Request (MoLR) – The positioning session is initiated by the UE, which contacts the MME with the request. The remainder of the call flow is similar to NILR.

Figure 5: Control Plane Positioning

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USER PLANE PoSITIoNING

User Plane Positioning over LTE uses the data link to transmit positioning information,

and is enabled by the SUPL protocol. SUPL 2.0 supports positioning over LTE as well as

2G and 3G networks, and provides a common user plane platform for all air interfaces3.

SUPL does not introduce a new method to package and transport Assistance Data,

instead it uses existing control plane protocols (such as RRLP, IS-801 and LPP). See

Figure 6. SUPL uses the data link to transmit positioning information, and is enabled by

an entity called the SUPL Location Platform (SLP). The SLP handles SUPL messaging,

and is typically able to interface with the E-SMLC for obtaining Assistance Data. SUPL

messages are routed over the data link via the LTE P-GW and the S-GW entities. See

Figure 7.

SUPL 2.0 enables a complex feature set that is pertinent to mobile applications,

including area based triggering, periodic reporting and batch reporting. SUPL 2.0

also features support for emergency positioning over the data link, and support for

major positioning technologies (including multi-location technologies such as WiFi

positioning).

The primary positioning enabler in SUPL 2.0 is an underlying control plane protocol (such as RRLP or LPP). This implies that SUPL 2.0 can be used over any network, as long as the SLP and SMLC are able to interface and agree upon a common positioning protocol. This flexibility is very useful in initial LTE roll outs, as it allows operators to enable SUPL 2.0 positioning over an existing control plane protocol such as RRLP.

IP data connection over any air interface

Figure 6: SUPL 2.0 supports multiple control plane protocols

Figure 7: SUPL 2.0 network architecture

3 For more information, please see the following reference guide “Secure User Plane Location 2.0 Reference Guide” and the two webinars “Unleash the Business Potential of LBS over LTE Using SUPL 2.0” and “SUPL 2.0 Conformance Requirements for LTE” on www.spirent.com.

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AREA EVENT TRIGGERING

SUPL 2.0 features the use of geographical ‘triggers’, which enable the UE to report its

position if it enters, leaves, or is within a particular area. Triggering may be enabled

either by the network or by the SET, with the two entities agreeing on trigger criteria.

Area Event triggers enable key mobile applications such as Check-in services, shopping

deals and offers, location based advertising, and child location. The key factor

determining the effectiveness of triggers is how accurate the obtained position is.

EMERGENCy PoSITIoNING

Emergency Positioning in 2G and 3G networks has been processed over control plane,

as user plane protocols did not have the necessary network elements to support such a

requirement. SUPL 2.0 introduces an entity known as the Emergency SLP (E-SLP) which

can co-ordinate with the IP Multimedia Subsystem (IMS) in LTE networks to enable

positioning over an emergency call. The E-SLP functionality can be added to an existing

SLP used by the network. When an emergency call is in process, the IMS coordinates

the call with a Network Initiated Location Request from the E-SLP. Emergency

positioning may override user notification and privacy settings, and receive priority

over all non-emergency SUPL sessions. Emergency sessions are typically initiated by a

Session Initiation Protocol (SIP) Push.

Key Trigger criTeriA

Type of trigger

List of target areas

Start and stop time

Measurement reporting criteria

Number of times to re-use the trigger

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SUPPoRT FoR MULTI-LoCATIoN TEChNoLoGIES

one of the goals of SUPL 2.0 is to serve as a single, unifying user plane protocol

independent of air interface. SUPL 2.0 can be used over 2G, 3G and LTE, with full

support for the key positioning techniques and positioning protocols used in these

networks. A key feature of SUPL 2.0 is flexibility in protocol use – for example, RRLP can

be used to transfer assistance data over an LTE air interface.

SUPL 2.0 supports reporting of cell information for all major cellular wireless

technologies as well as wireless LAN access point info. This feature, termed multi

location ID, allows a location server to process many different types of measurements

in order to calculate a more accurate position.

In future, SUPL 3.0 will support extensions to the LPP protocol (LPPe). These extensions

serve to include additional information to enhance existing positioning techniques as

well as to provide a bearer for new positioning methods (such as sensor positioning and

Short Range Node positioning).

SUMMARy

Since the LBS market is growing rapidly in size and scope, enabling high accuracy

positioning both indoors and outdoors, is essential to validate the commercial promise

of the enabling technology, as well as to meet the FCC’s emergency mandate in the US.

2G and 3G networks have used a variety of positioning techniques, such as A-GNSS,

Cell ID and AFLT to satisfy positioning requirements. LTE introduces pivotal technologies

that are not only able to provide adequate positioning performance for emergency and

commercial purposes, but also to seamlessly transition from existing technologies. The

deployment of LPP and SUPL 2.0 enables a diverse set of features, such as geofencing,

emergency positioning over user plane, and multi-location technologies such WiFi

Positioning. however, this advanced feature set comes at the cost of increased

complexity, requiring comprehensive conformance and performance testing to fully

validate the technologies.

LTE introduces new positioning technologies that are complex and will require extensive verification to provide adequate positioning performance for emergency and commercial purposes.

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