📄 rfc3346.txt
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(non-hierarchical) IGP. MPLS TE affinities can be used to explicitly
keep continental traffic (traffic originating and terminating within
a continent) from traversing transoceanic resources.
Another example of using MPLS TE affinities to exclude certain
traffic from a subset of circuits might be to keep inter-regional
LSPs off of circuits that are reserved for intra-regional traffic.
Still another example is the situation in a heterogeneous network
consisting of links with different capacities, e.g., OC-12, OC-48,
and OC-192. In such networks, affinities can be used to force some
types of traffic to only traverse links with a given capacity, e.g.
OC-48.
Boyle, et al. Informational [Page 5]
RFC 3346 Applicability Statement for Traffic Engineering August 2002
3.4 Re-optimization After Restoration
After the occurrence of a network failure, it may be desirable to
calculate a new set paths for LSPs to optimizes performance over the
residual topology. This re-optimization is complementary to the
fast-reroute operation used to reduce packet losses during routing
transients under network restoration. Traffic protection can also be
accomplished by associating a primary LSP with a set of secondary
LSPs, hot-standby LSPs, or a combination thereof [11].
4. Implementation Considerations
4.1 Architectural and Operational Considerations
When deploying TE solutions in a service provider environment, the
impact of administrative policies and the selection of nodes that
will serve as endpoints for LSP-tunnels should be carefully
considered. As noted in [9], when devising a virtual topology for
LSP-tunnels, special consideration should be given to the tradeoff
between the operational complexity associated with a large number of
LSP-tunnels and the control granularity that large numbers of LSP-
tunnels allow. In other words, a large number of LSP-tunnels allow
greater control over the distribution of traffic across the network,
but increases network operational complexity. In large networks, it
may be advisable to start with a simple LSP-tunnel virtual topology
and then introduce additional complexity based on observed or
anticipated traffic flow patterns [9].
Administrative policies should guide the amount of bandwidth to be
allocated to an LSP. One may choose to set the bandwidth of a
particular LSP to a statistic of the measured observed utilization
over an interval of time, e.g., peak rate, or a particular percentile
or quartile of the observed utilization. Sufficient over-
subscription (of LSPs) or under-reporting bandwidth on the physical
links should be used to account for flows that exceed their normal
limits on an event-driven basis. Flows should be monitored for
trends that indicate when the bandwidth parameter of an LSP should be
resized. Flows should be monitored constantly to detect unusual
variance from expected levels. If an unpoliced flow greatly exceeds
its assigned bandwidth, action should be taken to determine the root
cause and remedy the problem. Traffic policing is an option that may
be applied to deal with congestion problems, especially when some
flows exceed their bandwidth parameters and interfere with other
compliant flows. However, it is usually more prudent to apply
policing actions at the edge of the network rather than within the
core, unless under exceptional circumstances.
Boyle, et al. Informational [Page 6]
RFC 3346 Applicability Statement for Traffic Engineering August 2002
When creating LSPs, a hierarchical network approach may be used to
alleviate scalability problems associated with flat full mesh virtual
topologies. In general, operational experience has shown that very
large flows (between city pairs) are long-lived and have stable
characteristics, while smaller flows (edge to edge) are more dynamic
and have more fluctuating statistical characteristics. A
hierarchical architecture can be devised consisting of core and edge
networks in which the core is traffic engineered and serves as an
aggregation and transit infrastructure for edge traffic.
However, over-aggregation of flows can result in a stream so large
that it precludes the constraint-based routing algorithm from finding
a feasible path through a network. Splitting a flow by using two or
more parallel LSPs and distributing the traffic across the LSPs can
solve this problem, at the expense of introducing more state in the
network.
Failure scenarios should also be addressed when splitting a stream of
traffic over several links. It is of little value to establish a
finely balanced set of flows over a set of links only to find that
upon link failure the balance reacts poorly, or does not revert to
the original situation upon restoration.
4.2 Network Management Aspects
Networks planning to deploy MPLS for traffic engineering must
consider network management aspects, particularly performance and
fault management [12]. With the deployment of MPLS in any
infrastructure, some additional operational tasks are required, such
as constant monitoring to ensure that the performance of the network
is not impacted in the end-to-end delivery of traffic. In addition,
traffic characteristics, such as latency across an LSP, may also need
to be assessed on a regular basis to ensure that service-level
guarantees are achieved.
Obtaining information on LSP behavior is critical in determining the
stability of an MPLS network. When LSPs transition or path changes
occur, packets may be dropped which impacts network performance. It
should be the goal of any network deploying MPLS to minimize the
volatility of LSPs and reduce the root causes that induce this
instability. Unfortunately, there are very few, if any, NMS systems
that are available at this time with the capability to provide the
correct level of management support, particularly root cause
analysis. Consequently, most early adopters of MPLS develop their
own management systems in-house for the MPLS domain. The lack of
availability of commercial network management systems that deal
specifically with MPLS-related aspects is a significant impediment to
the large-scale deployment of MPLS networks.
Boyle, et al. Informational [Page 7]
RFC 3346 Applicability Statement for Traffic Engineering August 2002
The performance of an MPLS network is also dependent on the
configured values of bandwidth for each LSP. Since congestion is a
common cause of performance degradation in operational networks, it
is important to proactively avoid these situations. While MPLS was
designed to minimize congestion on links by utilizing bandwidth
reservations, it is still heavily reliant on user configurable data.
If the LSP bandwidth value does not properly represent the traffic
demand of that LSP, over-utilization may occur and cause significant
congestion within the network. Therefore, it is important to
develop, deploy, and maintain a good modeling tool for determining
LSP bandwidth size. Lack of this capability may result in sub-
optimal network performance.
4.3 Capacity Engineering Aspects
Traffic engineering has a goal of ensuring traffic performance
objectives for different services. This requires that the different
network elements be dimensioned properly to handle the expected load.
More specifically, in mapping given user demands onto network
resources, network dimensioning involves the sizing of the network
elements, such as links, processors, and buffers, so that performance
objectives can be met at minimum cost. Major inputs to the
dimensioning process are cost models, characterization of user
demands and specification of performance objectives.
In using MPLS, dimensioning involves the assignment of resources such
as bandwidth to a set of pre-selected LSPs for carrying traffic, and
mapping the logical network of LSPs onto a physical network of links
with capacity constraints. The dimensioning process also determines
the link capacity parameters or thresholds associated with the use of
some bandwidth reservation scheme for service protection. Service
protection controls the QoS for certain service types by restricting
access to bandwidth, or by giving priority access to one type of
traffic over another. Such methods are essential, e.g., to prevent
starvation of low-priority flows, to guarantee a minimum amount of
resources for flows with expected short duration, to improve the
acceptance probability for flows with high bandwidth requirements, or
to maintain network stability by preventing performance degradation
in case of a local overload.
4.4 Network Measurement Aspects
Network measurement entails robust statistics collection and systems
development. Knowing *what* to do with these measurements is often
where the secret-sauce is. Examples for different applications of
measurements are described in [13]. For instance, to ensure that the
QoS objectives have been met, performance measurements and
performance monitoring are required so that real-time traffic control
Boyle, et al. Informational [Page 8]
RFC 3346 Applicability Statement for Traffic Engineering August 2002
actions, or policy-based actions, can be taken. Also, to
characterize the traffic demands, traffic measurements are used to
estimate the offered loads from different service classes and to
provide forecasting of future demands for capacity planning purposes.
Forecasting and planning may result in capacity augmentation or may
lead to the introduction of new technology and architecture.
To avoid QoS degradation at the packet level, measurement-based
admission control can be employed by using online measurements of
actual usage. This is a form of preventive control to ensure that
the QoS requirements of different service classes can be met
simultaneously, while maintaining network efficiency at a high level.
However, it requires proper network dimensioning to keep the
probability for the refusal of connection/flow requests sufficiently
low.
5. Limitations
Significant resources can be expended to gain a proper understanding
of how MPLS works. Furthermore, significant engineering and testing
resources may need to be invested to identify problems with vendor
implementations of MPLS. Initial deployment of MPLS software and the
configurations management aspects to support TE can consume
significant engineering, operations, and system development
resources. Developing automated systems to create router
configurations for network elements can require significant software
development and hardware resources. Getting to a point where
configurations for routers are updated in an automated fashion can be
a time consuming process. Tracking manual tweaks to router
configurations, or problems associated with these can be an endless
task. What this means is that much more is required in the form of
various types of tools to simplify and automate the MPLS TE function.
Certain architectural choices can lead to operational, protocol, and
router implementation scalability problems. This is especially true
as the number of LSP-tunnels or router configuration data in a
network increases, which can be exacerbated by designs incorporating
full meshes, which create O(N^2) number of LSPs, where N is the
number of network-edge nodes. In these cases, minimizing N through
hierarchy, regionalization, or proper selection of tunnel termination
points can affect the network's ability to scale. Loss of scale in
this sense can be via protocol instability, inability to change
network configurations to accommodate growth, inability for router
implementations to be updated, hold or properly process
configurations, or loss of ability to adequately manage the network.
Boyle, et al. Informational [Page 9]
RFC 3346 Applicability Statement for Traffic Engineering August 2002
Although widely deployed, MPLS TE is a new technology when compared
to the classic IP routing protocols such as IS-IS, OSPF, and BGP.
MPLS TE also has more configuration and protocol options. As such,
some implementations are not battle-hardened and automated testing of
various configurations is difficult if not infeasible. Multi-vendor
environments are beginning to appear, although additional effort is
usually required to ensure full interoperability.
Common approaches to TE in service provider environments switch the
forwarding paradigm from connectionless to connection oriented.
Thus, operational analysis of the network may be complicated in some
regards (and improved in others). Inconsistencies in forwarding
state result in dropped packets whereas with connectionless methods
the packet will either loop and drop, or be misdirected onto another
branch in the routing tree.
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