Resilient Networks 3.1 Resilient Network Design - Intro Prepared - - PowerPoint PPT Presentation

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Resilient Networks 3.1 Resilient Network Design - Intro Prepared - - PowerPoint PPT Presentation

Mathias Fischer Resilient Networks 3.1 Resilient Network Design - Intro Prepared along: Michal Pioro and Deepankar Medhi - Routing, Flow, and Capacity Design in Communication and Computer Networks, The Morgan Kaufmann Series 1 in Networking,


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Resilient Networks

3.1 Resilient Network Design - Intro

Prepared along: Michal Pioro and Deepankar Medhi - Routing, Flow, and Capacity Design in Communication and Computer Networks, The Morgan Kaufmann Series in Networking, 800 pages, 2004

Mathias Fischer

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Outline

  • Motivation
  • Introduction to Network Design Problems

– Traffic and Demand – Network Design and Routing – Multi-layer Networks – Network Management

  • Notations and mathematical formulation

– Link-Path Formulation – Link-Demand-Path-Identifier-based Notation

  • Some basic design problems

– Minimizing costs of network links – Capacitated design problems – Shortest path routing

  • Summary
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A Network Analogy

Frankfurt Moscow Peking Kuala Lumpur Sydney San Francisco NY Sao Paolo Johannesburg

  • New links are expensive
  • Economies of scale
  • Store and forward concept
  • Hop-by-Hop routing
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Network Basics

  • Communication network carries traffic
  • Network has different links of different capacity (bandwidth)

– Economies of scale principle applies

  • Traffic may be routed via different paths to destination

– According to store-and-forward principle – Hop-by-hop

  • We need to have enough bandwidth to carry all data
  • We might want to reduce the average packet traversal delay
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Network Design Questions

  • Can we find better routes?
  • Where should we add more bandwidth?
  • Where and when should we add new nodes (and links) in the network?
  • How does the inherent property of a network technology or protocol can affect our

decision making?

  • What level of abstraction is appropriate for a particular network for modeling

purpose so that meaningful results can be obtained How to design cost-effective, resilient core/backbone networks taking into consideration properties of the network? - How to do network design?

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Routing in the Internet – Autonomous Systems

  • Internet consists out of connected Autonomous Systems (AS)

– Stub AS: small organization (one connection to the Internet) – Multi-homed AS: large organization (several connections, no transit traffic) – Transit AS: Provider (several connections , transit traffic)

  • The Internet today consists out of 44.000 AS

– Of different size – AS Exchange data packets as

  • Peers
  • Provider AS and Customer AS
  • Each AS has a unique ID (number)
  • Each AS needs to know at least
  • ne route to any other AS

Bildquelle: caida.org

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Communication Networks and Network Providers (1) Packet sending in the Internet

  • Involves series of different AS networks
  • Each network with own switches or routers
  • Packet routing depends completely on the specific network
  • Network design problems are confined within

each network or administrative domain

AS 3 AS 2 AS 1

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Communication Networks and Network Providers (2) Layered (or Hierarchy of) Networks

  • Private networks of large companies and corporations
  • Telecommunication network providers that
  • perate transport or transmission networks
  • Different ISPs may use the same transport network
  • Multi-layer network environment

AS 1 AS 2 AS 3 Transport Provider 1 AS 5 AS 4 Transport Provider 2

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Autonomous Systems in Germany

Bildquelle: Institut für Internet-Sicherheit, Fachhochschule Gelsenkirchen

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Communication Networks and Network Providers (3) Network providers

  • Design and manage their networks
  • Need to know

– traffic demands in their networks – Considering all network nodes, they need to know traffic volume between any two such nodes

Traffic volume matrix or demand volume matrix as input to network design required

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Traffic and Demand (1)

  • Task of a network

– Route packets from one end to another, – without considering the reliability of delivery

  • Reasons for lost packets

– Physical transmission errors – Traffic congestion and routers running out of buffer space

  • Task of network designer (our task)

– Keep delay low – Design networks to prevent or at least limit congestion at routers

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Traffic and Demand (2) What do we need for this?

  • Prediction of traffic demand, e.g., via statistical approaches
  • Estimating traffic volume by capturing statistics about traffic arrival

distribution

  • We need this information in between different network points
  • Necessary Measurements

– Average arrival rate of packets – Average size of packets – Both influence delay

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Traffic and Demand (3)

Example: M/M/1 queuing system

  • Packet arrival follows Poisson process
  • Packet size is exponentially distributed

D average delay in seconds λp average packet arrival in seconds μp average link service rate C link capacity per second Kp average packet size

Average delay increases drastically when average arrival rate is closer to average service rate of the link

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Traffic and Demand (4)

  • What is the acceptable delay users would like to tolerate?

– If acceptable delay is 15 ms, then the acceptable average utilization can be no more than 64,5% on the link

  • Good News

– At least for purpose of network design maximum link utilization can be used as alternative criterion to the delay

  • However, traffic arrival does not follow Poisson process

– Realistic delay is worse than the calculated one – In reality average utilization has to be kept lower, e.g., at 50% to achieve the 15 ms

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Traffic and Demand (5)

We need to know whether observed utilization is higher than acceptable threshold for a particular link type

  • In single-link networks

– Measurement is easy – Bandwidth can be easily added

  • In multi-link networks

– Utilization is further impacted by routing of traffic flows – Adding bandwidth becomes complex network design problem

  • Lesson learned / What we need to solve network design problems

– Average arrival rate in between different nodes in the network – Traffic demand volume as input for all network design problems

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Network Design and Routing (1)

  • In reality we have many source-destination (egress-ingress) traffic demands

between various points in the network Traffic-demand matrix required as input to network design

  • Goal: Determine a network with enough capacity and connectivity to route

traffic, so that acceptable service guarantees can be provided

– In single-link networks it is sufficient to determine link utilization threshold for given traffic demand – However, this is not the case in multi-link networks anymore

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Network Design and Routing (2) Role of network design

  • Distinction between (usually continuous) Demand Volume Units (DVU) and

(usually discrete) Link Capacity Units (LCU)

  • Three node network with traffic demand
  • f 300Kbps between each node

– QoS goal: utilization threshold below 60% – Three T1 links (LCU: each 1.54 Mbps) 300 Kbps/1.54Mbps ≈ 19,5% – Two T1 links (2-1, 1-3) (300 +300)Kbps / 1.54 Mbps ≈ 39%

  • Network design also depends on

routing capabilities

1 2 3

300 Kbps 300 Kbps 300 Kbps

1 2 3

300 Kbps 300 Kbps 300 Kbps

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Network Design and Routing (3)

Some Definitions

  • Candidate path list: All possible paths between two points
  • Route: Particular path chosen as valid path by network design
  • Flow: The amount of traffic associated with a route
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Multi-layer Networks (1)

End- system Layer 5 Layer 4 Layer 3

Application Layer Transport Layer Network Layer

Layer 2 Layer 1

Data Link Layer Physical Layer

IP

OpenFlow / MPLS / …

End- system Layer 5 Layer 4 Layer 3

Application Layer Transport Layer Network Layer

Layer 2 Layer 1

Data Link Layer Physical Layer

Optical Networks

UDP / TCP SMTP/ POP3 / IMAP/ HTTP / …

Traffic networks

  • Aka service level
  • Traffic arrival

stochastic in nature

  • Has switching / routing

capabilities

Transport networks

  • service level traffic as

demand input

  • High-data rate services that

are required to be set up at permanent or semi- permanent basis

  • Traffic deterministic or

precise in nature over time Ethernet / GMPLS OC-1 / OC-3 / OC-48 / T-1 / …

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Multi-layer Networks (2) The architecture of communication networks

  • A network (or layer) on top another
  • A network may look logically diverse, but

may not be diverse in another layer Implications in protection and restoration design (network resilience) due to inter-relation between layers

  • Multi-layer network design as

important problem to consider

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Multi-layer Networks (3) - Traffic and Demand Traffic, Demand, and layered Networks

  • Output bandwidth requirement for each Internet, telephone, and private-

line service from service networks, is input demand to layer beneath

  • Capacity requirement of one network becomes

traffic demand volume for network below

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Network Management Cycle (1)

Network management is the entire process from planning a network, to deploying it, and to operate it on a day-to-day basis.

  • Requires network management systems and protocols
  • Different management tasks run at different time granularity
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Network Management Cycle (2)

Packet Discarding, Buffer Management, Packet Routing TCP Feedback control Call Routing, Call Setup, Call Admission Control, Call Rerouting, Routing, Information Update Traffic Engineering OSPF weight updates Trunk Rearrangement Periodic Traffic Estimation Traffic Network Capacity Expansion SONET / SDH ring restoration Mesh Transport Network Restoration Transport Network Routing/Loading Transport Network Capacity Planning / Expansion

Micro-secs Mili-secs Secs Minutes Hours Days Weeks Months Year(s)

Traffic Network Transport Network

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Network Management Cycle (3) – Traffic Networks

Traffic Network (IP)

Real-Time Traffic Management Capacity Management Traffic Engineering Network Planning

various controls secs-mins days-weeks months-years routing update capacity change Traffic data Forecast adjustment Marketing input

Network Management

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Network Management Cycle (3) – Transport Networks

Transport Network

Near Real-Time Management Capacity Management Traffic Engineering Network Planning

restoration mins-hours days-weeks months-years route loading Capacity expansion/ protection Network fill factor, loading New Transport Demand, Marketing Input

Network Management

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Notation for Network Design Problems Network Design Problems

  • Can be formally specified using mathematical notations
  • Representation of specific design problems in compact way
  • Eventually helps to understand the problem at hand
  • Eventually helps to solve the problem

Notations for Network Design Problems

  • Link-Path Formulation
  • Link-Demand-Path-Identifier-based Formulation
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Link-Path Formulation (1)

  • Three node network example

– Demand volume hij in between nodes i and j – Example demand

  • Each demand volume between two

nodes can be routed over two paths

3 2 1 2 1 3 1 3 2 1 3 2 1 3 2 3 2 1 Path 1-2 Path 1-3 Path 1-3-2 Path 1-2-3 Path 2-1-3 Path 2-3

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Link-Path Formulation (2)

  • Demand between nodes 1 and 2 can be routed via direct link 1-2 and via

alternate route 1-3-2

– Demand path flows 𝑦^ are non-negative, i.e., 𝑦^ > 0 for all paths

  • Link capacities 𝑑12

^ , 𝑑13 ^ , 𝑑13 ^

– Assumption, capacity of first two links is 10 and the third is 15

3 2 1

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Link-Path Formulation (3)

  • System of linear equations and inequalities (constraints)

𝑦 are unknowns for all three considered demands

  • System has multiple solutions and defines set of feasible solutions

But which solution is

  • f interest?
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Link-Path Formulation (4)

  • Different goals/objectives possible

– Minimizing total routing costs – Minimizing congestion of most congested link – ...

  • In mathematical way, goals are expressed as objective functions that needs

to be either minimized or maximized

  • Example: Minimizing total routing costs

– cost of routing one unit of flow on every link along a path is simply 1 – Resulting objective function F: 3 2 1

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Link-Path Formulation (5)

Routing minimization problem

Capacity Constraints Demand Volume Constraints Objective Function

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Link-Path Formulation (6) – Routing Minimization Routing minimization problem

  • Multi-Commodity Flow Problem

– Multiple demands (or commodities) – Need to be routed in a network simultaneously – Compete for resources

  • Optimization Context: Linear Programming Problem

– All constraints are linear – The objective function is linear

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Link-Path Formulation (7) – Routing Minimization

Optimal solution for demand

  • Required: feasible solution for decision variables (ො

𝑦) that minimize F

  • Common sense solution

– Route everything on direct (cheapest) path, other x-variables are zero

  • Total optimal cost F*=20

3 2 1

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Link-Path Formulation (8) – Routing Minimization

However

  • Optimal solution may not be unique
  • Not in all cases a solution is that simple to obtain
  • Constraints

– Need to be satisfied by optimal solution – Especially link capacity constraints need not be violated 3 2 1

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Link-Path Formulation (9) – Routing Minimization Let‘s change the objective function

  • From
  • To
  • For demand
  • Solution not that easy anymore

– Cheapest path routing violates capacity constraints of link 1-3 – We are happy to announce a solution with total cost F*=25 3 2 1

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Link-Path Formulation (10) – Routing Minimization

Lessons learned from Routing Minimization Problem

  • Changing objective function affects

– optimal solution to a problem – and the way of finding it

  • Carefully selection of right objective function (or goal)

for particular network required,

– Otherwise obtained solution might not be meaningful

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Link-Path Formulation (11) – Pros and Cons

  • All demands and paths easy to follow from node-reference point of view
  • Works well for three-node example but not in general case
  • Drawbacks

– Paths may contain many intermediate nodes – Flow variables have indices of different length – Some node pairs might not have any demand – Not all nodes directly connected

  • Link-Path Formulation insufficient for Multi-Commodity-Flow Problems
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Link-Path Formulation (12) – Pros and Cons

More Problems

  • When network gets larger the indices grow as well: Xi-m-...-n-j
  • No easy way to represent multiple-paths

– For specific demand pair when each path may go through different number of intermediate nodes

  • Not all paths might be acceptable

– For example, due to the distance between the nodes – This requires additional exceptions for paths not used

  • Notation cannot handle more than one link between two nodes, e.g., multi-graph

case

  • Multiple demands between nodes cannot be handled
  • Not possible to write summations over paths
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Link-Demand-Path-Identifier-based Notation (1)

  • Compact, allows to list only necessary objects
  • Non-zero demand pairs with indices from 1 to their total number
  • Total number of demands D, index d (D=3, d=1,2,3)
  • Links are assigned labels from 1 to total number of links
  • Total number of links E, index e

(E=3, e=1,2,3)

3 2 1

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Link-Demand-Path-Identifier-based Notation (2)

  • Mapping for demand volumes h and link capacities c
  • Path identifiers (path-flow variables) 𝑦𝑒𝑞

– Demand-pair identifier d used as first subscript – Path label p for demand pair as second subscript

  • Candidate paths for demand pair numbered from 1 to total number
  • Total number of candidate paths for demand 𝑒 will be denoted 𝑄𝑒
  • Paths are labeled with index 𝑞
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Link-Demand-Path-Identifier-based Notation (3) Example

  • Demand between nodes 1 and 2 identified by label d = 1 (first subscript)

has two candidate paths (𝑄

1 = 2)

  • Paths 1-2 and 1-3-2 are labeled with p=1,2 (second subscript)
  • Paths are identified as (1,1) and (1,2)
  • Path-flow variables

3 2 1

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Link-Demand-Path-Identifier-based Notation (4)

Mapping of path identifiers and paths from:

node-identifier-based notation to link-demand-path-identifier-based notation Node-identifier-based Link-demand-path-identifier-b. Path identifier Path Path identifier Path 132 1-3-2 12 {2,3} 213 2-1-3 32 {1,2} 23 2-3 31 {3}

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Link-Demand-Path-Identifier-based Notation (5)

Routing Minimization Problem in Link-Demand-Path-Identifier-based Notation

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Link-Demand-Path-Identifier-based Notation (6) Comparison

Link-path formulation Link-demand-path-identifier-based

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Link-Demand-Path-Identifier-based Notation (7)

Notation Summary

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DP: Minimizing Costs of Network Links (1) Minimizing costs of networks links

  • Minimizing total link capacity cost

required to carry given demand

  • Assuming not a fixed, but

variable capacity 𝑧𝑓 of links

  • Dimensioning Problem (DP):

Determine

– required demand flows – and link capacities – to carry given demand volumes 4 3 1 2 2 3 1 Demand Network

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DP: Minimizing Costs of Network Links (2) 4-node example network

  • Four nodes with routable demands
  • Node 4 is only transit node
  • 𝜊𝑓 as costs for sending one unit via link e
  • Demands:

– d=1, only one path P11={2,4} allowed – d=2, paths P21={5}, P22={3,4} – d=3, paths P31={1}, P32={2,3}

  • Demand constraints

4 3 1 2 2 3 1 Demand Network

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DP: Minimizing Costs of Network Links (3)

  • Demand constrains in general form

– Vector of flows assigned to demand d:

  • Hence, we can write
  • In summation notation
  • Flow allocation vector x
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DP: Minimizing Costs of Network Links (4)

  • Capacity constraints

– Assures that for each link e its capacity ce (or ye, if capacity is a variable) is not exceeded by the flows using the link Sum on left side are link loads ye (total flow through that link)

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DP: Minimizing Costs of Network Links (5)

  • To write down link loads in compact manner we need

to know relationships between links and paths

  • Formally defined via link-path incidence coefficients
  • In more compact manner via coefficient δ𝑓𝑒𝑞:

e\ Pdp P11={2,4} P21={5} P22={3,4} P31={1} P32={2,3}

1 1 2 1 1 3 1 1 4 1 1 5 1

4 3 1 2 2 3 1

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DP: Minimizing Costs of Network Links (6)

  • Link load ye on link e in compact manner
  • Summation over all paths
  • appearing in routing lists
  • f all demands, over all

combinations (d,p)

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DP: Minimizing Costs of Network Links (7)

  • Minimizing capacity costs, objective function

– 𝜊𝑓 as costs for sending one unit via link e

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DP: Minimizing Costs of Network Links (8)

  • DP: Minimizing capacity costs

4 3 1 2 2 3 1 Demand Network

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DP: Minimizing Costs of Network Links (10)

Optimal solution for DP

  • Feasible solution (x,y) with y1(x)=y1=5, y2(x)=y2=20, y3(x)=y3=10,y4(x)=y4=20, y5(x)=y5=15, and

thus y = (y1, y2, y3, y4, y5) = (5,20,10,20,15) has

  • total cost F=115
  • However, solution not optimal,

because of usage of P22 with costs ζ22= ξ3 +ξ4 = 1 + 3 = 4

  • Other possible path P21 has

costs ζ21= ξ5= 1

  • Cost of path Pdp is given by:

4 3 1 2 2 3 1 Demand Network

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DP: Minimizing Costs of Network Links (11)

Optimal solution to DP

  • In example we need to move all the flow for demand d=2

from path P22 to path P21, which gives savings of (ζ22- ζ21) = 3 per flow unit, in our case the total savings are x22(ζ22- ζ21) = 15

  • d=1: x*

11= 15

  • d=2: x*

21= 20, x* 22= 0

  • d=3: x*

31= a, x* 32= 10-a, for

any 0 ≤ a ≤ 10

  • y*

1 = 10 –a, y* 2 = 15 + a,

y*

3 = a, y* 4 = 15, y* 5 = 20

  • F*=100

4 3 1 2 2 3 1 Demand Network

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DP: Minimizing Costs of Network Links (12)

Shortest Path allocation rule:

  • For each demand allocate entire demand volume to its shortest path

(w.r.t. to link unit costs and candidate paths)

  • If there is more than one shortest path for a demand then

demand volume can be split among shortest paths arbitrarily

  • Works well for dimensioning problems, but no general solution approach for
  • ther multi-commodity flow problems, e.g.,

– Restriction to non-bifurcated flows – Modular design problems: in real networks capacities can be installed only in modular units (e.g., T1, E1, OC-3)

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DP: Minimizing Costs of Network Links (13)

  • The observed DP is an uncapacitated design problem
  • Another type of problem are capacitated design problems

– Link capacities ce given instead of variable ye – Find a feasible flow allocation that satisfies demand and capacity constraints with ce appearing on the right-hand sides – In such scenario there might not be an objective function, except flow routing cost minimization is required – Capacitated problem in compact form

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Capacitated Design Problems (1)

4-Node Network Example

  • Capacity vector 𝒅 = 𝑑1, 𝑑2, 𝑑3, 𝑑4, 𝑑5 = (5,10,10,5,30)
  • Additional path for d=1: P13 = {1,3,4}
  • All solutions are necessarily bifurcated
  • Possible solution:
  • Note that d=1 also uses path 𝑄

13,

its longest path

  • When non-bifurcated solutions are

required, additional constraints necessary to force single-path solution

4 3 1 2 2 3 1 Demand Network

𝑄

11

𝑄22 𝑄21 𝑄32 𝑄31 𝑄

13

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Shortest Path Routing (1)

  • Shortest path routing, e.g., OSPF routing in IP networks
  • Shortest paths are

– essential for network design, – pre-requisite for resilient network design

  • For each d all volume ℎ𝑒 realized on shortest path w.r.t. to

– given link weight system 𝑥 = 𝑥1, 𝑥2, … , 𝑥𝐹 – and link weight cost we for link e

  • Path selection based on additive calculation of link weights
  • Flow allocation vector x(w), thus flow allocation dictated by link weights w
  • Shortest-path routing and term shortest-path allocation are not the same!
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Shortest Path Routing (2)

Modified 4-Node Network Example

  • Capacity vector

– 𝒅 = 𝑑1, 𝑑2, 𝑑3, 𝑑4, 𝑑5 = (5,10,10,5,30)

  • Additional paths for d=1:

– P12 = {1,5} – P13 = {1,3,4} 4 3 1 2 2 3 1 Demand Network

𝑄

11

𝑄22 𝑄21 𝑄32 𝑄31 𝑄

12

𝑄

13

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Shortest Path Routing (3) 4-Node Network Example

  • Link weight system 𝒙 = (1,3,1,2,4)
  • Solution
  • Rest of flow variables are 0
  • Shortest paths are unique for each

demand pair → flow allocation vector 𝒚(𝑥) is also unique 4 3 1 2 2 3 1

Demand Network

𝑥4 = 2 𝑥2 = 3 𝑥3 = 1 𝑥1 = 1 𝑥5 = 4

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Shortest Path Routing (4) 4-Node Network Example

  • However, flow allocation not feasible for capacity vector 𝒅=(5,10,10,5,30)
  • Link loads resulting from allocation vector 𝒚(𝒙) would be

y(w) = (y1,y2,y3,y4,y5) = (25,0,35,35,0)

  • Solution violates capacity constraints!
  • Changing link capacity so that c = y(w): shortest path allocation w.r.t. to w

becomes (trivially) feasible again

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Shortest Path Routing (5)

Single shortest-path allocation problem

For given link capacities c and demand volumes h, find a link weight system w such that the resulting shortest paths are unique and the resulting flow allocation vector 𝒚(𝒙) is feasible, i.e., such that 𝒚(𝒙) satisfies

Three reasons for complexity of the problem

  • A non-bifurcated (single-path) feasible flow allocation may not exist,

while bifurcated feasible flow allocations may exist

  • Even if single-path solution exists, in most cases it can be hard to determine
  • Even if we find single-path flow solution, the weight system to induce it may not

exist

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Shortest Path Routing (6)

Infeasible unique shortest path case

  • Two demands

– d=1 between nodes 1 and 7 – d=2 between nodes 2 and 6 – ℎ1 = ℎ2 = 1, ce ≡ 1(∀𝑓 ∈ 𝐹)

  • Two paths per demand

– d=1: 𝑄

11:1-3-5-7, 𝑄 12: 1-3-4-5-7

– d=2: 𝑄21:2-3-4-5-6, 𝑄22: 2-3-5-6

  • Allocating flows d=1: 𝑦11=1, d=2: 𝑦21=1
  • No link weight system that induces single shortest path solution!

1 3 5 7 6 4 2

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Shortest Path Routing (7) 4-Node Example

  • Considering weight system w=(1,1,1,1,1), which

is shortest path routing w.r.t. hop count

  • d=1: there are two shortest paths

– 𝑄

11 = 2,4 , 𝑄 12 = {1,5}

  • Which path has to be used for traffic?

– In OSPF: Equal Cost MultiPath (ECMP) rule – Split all outgoing demands at a node among its outgoing links that are on shortest paths to destination 4 3 1 2 2 3 1

Demand Network

𝑥4 =1 𝑥2 =1 𝑥3 = 1 𝑥1 = 1 𝑥5 =1

𝑄

11

𝑄

12

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Shortest Path Routing (8)

  • Infeasible unique shortest path case
  • Two demands: d=1, d=2, ℎ1 = ℎ2 = 1, ce ≡ 1(∀𝑓 ∈ 𝐹)
  • Paths:

𝑄

11:1-3-5-7,

𝑄

12: 1-3-4-5-7 ,

𝑄21:2-3-4-5-6, 𝑄22: 2-3-5-6

  • Solution: assign link weight 2 to all links except

to links 2-3 and 4-5 that obtain weight 1

  • Result is feasible solution under ECMP rule

1 3 5 7 6 4 2

w=2 w=2 w=2 w=2 w=2 w=1 w=1

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Additional Network Design Problems

  • Fair Networks

– Demand is elastic and can consume any bandwidth assigned to its path, e.g., within certain predefined bounds (lower and upper bound for demand) – Capacity constraints should not be violated – Network needs to carry more than lower bound for each demand volume to maintain fairness, e.g., Max-Min-Fairness or Proportional Fairness criterion

  • Topological Design

– Cost function takes into account not only capacity-dependent costs of links 𝜊𝑓, but also link installation costs 𝜆𝑓 – Additional binary variable 𝑣𝑓 that indicates if link is installed or not – Problem similar to uncapacitated design problem with modular links

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SLIDE 68

68

Summary

  • Network design as generic problem in multitude of areas
  • Traffic and demand as input to network design
  • Networks have multiple layers
  • Network management based on multitude of different systems and

protocols

  • Right notation makes a lot of problems way easier

– Even when it seems to be more complicated on first sight – Even when you do not believe me yet ;)

  • Network design problems covered

– Capacitated vs. uncapacitated problems

  • Minimizing costs of networks links

– Shortest path routing