Tutorial Mobility Modeling for Future Mobile Network Design

Tutorial Mobility Modeling for Future Mobile Network Design and Simulation Ahmed Helmy Computer and Information Science and Engineering (CISE) College of Engineering University of Florida [email protected] , http://www.cise.ufl.edu/ helmy Founder and Director: Wireless Mobile Networking Lab http://nile.cise.ufl.edu

Outline Mobile Ad Hoc Networks & Mobility Classification – – Synthetic and Trace-based Mobility Models The Need for Systematic Mobility Framework Survey of the Major Mobility Models – Random models - Group mobility models – Vehicular (Manhattan/Freeway) models - Obstacle models Characterizing the Mobility Space – – Mobility Dimensions (spatial and temporal dependency, geographic restrictions) Mobility Metrics (spatio-temporal correlations, path and link duration) 2

Outline (contd.) Mobility-centric framework to analyze ad hoc networks – – The IMPORTANT mobility framework Case Studies: BRICS, PATHS, MAID Trace-based mobility modeling – – Analyzing wireless network measurements and traces The TVC model, and profile-cast Mobility simulation and analysis tools – – Software packages and tools Resources and related projects 3

Wireless Mobile Ad hoc Networks (MANETs) A Mobile Ad hoc Network (MANET) is a collection of mobile devices forming a multi-hop wireless network with minimal (or no) infrastructure To evaluate/study adhoc networks mobility and traffic patterns are two significant factors affecting protocol performance. Wireless network performance evaluation uses: – Mobility Patterns: usually, uniformly and randomly chosen destinations (random waypoint model) – Traffic Patterns: usually, uniformly and randomly chosen communicating nodes with long-lived connections Impact of mobility on wireless networks and ad hoc routing protocols is significant 4

Example Ad hoc Networks Mobile devices (laptop, PDAs) Vehicular Networks on Highways Hybrid urban ad hoc network (vehicular, pedestrian, hot spots, ) 5

Classification of Mobility and Mobility Models I- Based on Controllability Unpredictable Mobility Static (e.g., sensor networks) Uncontrolled Mobility Mobility Mobile Controlled Mobility Predictable Mobility Hybrid Hybrid Hybrid Synthetic Usage pattern II- Based on Model Construction Model Trace-based Movement Pattern Hybrid Hybrid 6

Mobility Dimensions & Classification of Synthetic Uncontrolled Mobility Models * F. Bai, A. Helmy, "A Survey of Mobility Modeling and Analysis in Wireles Adhoc Networks", Book Chapter in the book "Wireless Ad Hoc and Sensor Networks”, Kluwer Academic Publishers, June 2004. 7

I. Random Waypoint (RWP) Model 1. A node chooses a random destination anywhere in the network field 2. The node moves towards that destination with a velocity chosen randomly from [0, Vmax] 3. After reaching the destination, the node stops for a duration defined by the “pause time” parameter. 4. This procedure is repeated until the simulation ends – Parameters: Pause time T, max velocity Vmax – Comments: Speed decay problem, non-uniform node distribution Variants: random walk, random direction, smooth random, . 8

Random Way Point: Basics 9

Random Way Point: Example 10

-1- RWP leads to non-uniform distribution of nodes due to bias towards the center of the area, due to non-uniform direction selection. To remedy this the “random direction” mobility model can be chosen. -2- Average speed decays over time due to nodes getting ‘stuck’ at low speeds 11

II. Random (RWK) Walk Model Similar to RWP but – – – – Nodes change their speed/direction every time slot New direction is chosen randomly between (0,2 ] New speed chosen from uniform (or Gaussian) distribution When node reaches boundary it bounces back with ( - ) 12

Random Walk 13

III. Reference Point Group Mobility (RPGM) Nodes are divided into groups Each group has a leader The leader’s mobility follows random way point The members of the group follow the leader’s mobility closely, with some deviation Examples: – Group tours, conferences, museum visits – Emergency crews, rescue teams – Military divisions/platoons 14

Group Mobility: Single Group 15

Group Mobility: Multiple Groups 16

IV. Obstacle/Pathway Model Obstacles/bldgs map Nodes move on pathways between obstacles Nodes may enter/exit buildings Pathways constructed by computing Voronoi graph (i.e., pathways equidistant to nearby buildings) Obstacles affect communication – Nodes on opposite sides (or in/outside) of a building cannot communicate 17

V. Related Real-world Mobility Scenarios Pedestrian Mobility – University or business campuses – Usually mixes group and RWP models, with obstacles and pathways Vehicular Mobility – Urban streets (Manhattan-like) – Freeways – Restricted to streets, involves driving rules 18

19

Urban Street Streets - Manhattan 20

Freeway Map 21

Motivation Randomized models (e.g., random waypoint) do not capture – (I) Existence of geographic restriction (obstacles) – (II) Temporal dependence of node movement over history) – (III) Spatial dependence (correlation) movement among nodes Mobility Space Geographic Restriction (correlation of Spatial Correlation Temporal Correlation A systematic framework is needed to investigate the impact of various mobility models on the performance of different routing protocols for MANETs This study attempts to answer – – – – What are key characteristics of the mobility space? Which metrics can compare mobility models in a meaningful way? Whether mobility matters? To what degree? If the answer is yes, why? How? 22

IMPORTANT: A framework to systematically analyze the "Impact of Mobility on Performance Of RouTing in Ad-hoc NeTworks" Fan Bai, Narayanan Sadagopan, Ahmed Helmy {fbai, nsadagop, helmy}@usc.edu website “http://nile.usc.edu/important” * F. Bai, N. Sadagopan, A. Helmy, "IMPORTANT: A framework to systematically analyze the Impact of Mobility on Performance of RouTing protocols for Adhoc NeTworks", IEEE INFOCOM, pp. 825-835, April 2003. * F. Bai, N. Sadagopan, A. Helmy, “The IMPORTANT Framework for Analyzing the Impact of Mobility on Performance of Routing for Ad Hoc Networks”AdHoc Networks Journal Elsevier Science, Vol. 1, Issue 4, pp. 383-403, November 2003. * F. Bai, A. Helmy, "The IMPORTANT Framework for Analyzing and Modeling the Impact of Mobility in Wireless Adhoc Networks", Book Chapter in the book "Wireless Ad Hoc and Sensor Networks”, Kluwer Academic Publishers, June 2004.

Framework Goals (Questions to Answer) Whether mobility matters? and How much does it matter? – Rich set of mobility models that capture characteristics of different types of movement – Protocol independent metrics such as mobility metrics and connectivity graph metrics to capture the above characteristics Why? – Analysis process to relate performance with a specific characteristic of mobility via connectivity metrics How? – Systematic process to study the performance of protocol mechanistic building blocks (BRICS) across various mobility characteristics 24

The IMPORTANT Framework Overview Mobility Models Random Waypoint Group Mobility Freeway Mobility Manhattan Mobility Contraction/Expansion Hybrid Trace-driven Mobility Metrics Relative Speed Spatial Dependence Temporal Dependence Node Degree/Clustering Routing Protocol Performance Connectivity Graph DSR AODV DSDV GPSR GLS ZRP Building Block Analysis Connectivity Metrics Link Duration Path Duration Encounter Ratio Performance Metrics Flooding Caching Error Detection Error Notification Error Handling Throughput Overhead Success rate Wasted Bandwidth 25

Mobility Metrics Relative Speed (mobility metric I) – The magnitude of relative speed of two nodes, averaged over all neighborhood pairs and all time 1 T N N R S v (i, t ) v ( j , t ) P t 0 i 1 j 1 if dist (( xi , yi ), ( x j , y j )) 2 R j i Spatial Dependence (mobility metric II) – The value of extent of similarity of the velocities/dir of two nodes that are not too far apart, averaged over all neighborhood pairs and all time T N N Dspatial 1 min(v (i, t ), v ( j , t )) v (i, t ) v ( j , t ) P t 0 i 1 j 1 max(v (i, t ), v ( j , t )) v (i, t ) v ( j , t ) if dist (( xi , yi ), ( x j , y j )) 2 R j i For example, RWP model, Vmax 30m/s, RS 12.6m/s, Dspatial 0.03 26

Connectivity Graph Metrics Average link duration (connectivity metric I) – The value of link duration, averaged over all nodes pairs 1 N N L D LD (i, j ) if there is a link between i and j P i 1 j 1 – Link/Path duration distributions (PATHS study) j i Protocol Performance Metrics Throughput: delivery ratio Overhead: number of routing control packets sent 27

Mobility Models Summary Application Random Waypoint Model General (uncorrelated straight lines) Group Mobility Model Conventions, Campus Spatial Dependence Geographic Restriction No No Yes No Freeway Mobility Model Metropolitan Traffic/Vehicular Yes Yes Manhattan Mobility Model Urban Traffic/Vehicular No Yes 28

Parameterized Mobility Models Random Waypoint Model (RWP) – – Each node chooses a random destination and moves towards it with a random velocity chosen from [0, Vmax]. After reaching the destination, the node stops for a duration defined by the “pause time” parameter. This procedure is repeated until simulation ends Parameters: Pause time T, max velocity Vmax Reference Point Group Model (RPGM) – – Each group has a logical center (group leader) that determines the group’s motion behavior Each nodes within group has a speed and direction that is derived by randomly deviating from that of the group leader Vmember (t ) Vleader (t ) random() SDR Vmax member member Leader – – (t ) (t ) random() ADR member leader max Parameters: Angle Deviation Ratio(ADR) and Speed Deviation Ratio(SDR), number of groups, max velocity Vmax. In our study, ADR SDR 0.1 In our study, we use two scenarios: Single Group (SG) and Multiple Group (MG) 29

Parameterized Mobility Models Freeway Model (FW) – Each mobile node is restricted to its lane on the freeway – The velocity of mobile node is temporally dependent on its previous velocity – If two mobile nodes on the same freeway lane are within the Safety Distance (SD), the velocity of the following node cannot exceed the velocity of preceding node – Parameter: Map layout, Vmax Map for FW Manhattan Model (MH) – Similar to Freeway model, but it allows node to make turns at each corner of street – Parameter: Map layout, Vmax Map for MH 30

Experiment I: Analysis of mobility characteristics IMPORTANT mobility tool – integrated with NS-2 (released Jan ’04, Aug ‘05) – http://nile.cise.ufl.edu/important Simulation done using our mobility generator and analyzer Number of nodes(N) 40, Simulation Time(T) 900 sec Area 1000m x 1000m Vmax set to 1,5,10,20,30,40,50,60 m/sec across simulations RWP, pause time T 0 SG/MG, ADR 0.1, SDR 0.1 FW/MH, map layout in the previous slide 31

Mobility metrics Objective: – validate whether proposed mobility models span the mobility space we explore Relative speed – For same Vmax, MH/FW is higher than RWP, which is higher than SG/MG Relative Speed Spatial dependence – For SG/MG, strong degree of spatial dependence – For RWP/FW/MH, no obvious spatial dependence is observed Spatial Dependence 32

Link duration Connectivity Graph Metrics Link duration – For same Vmax, SG/MG is higher than RWP, which is higher than FW, which is higher than MH Summary – Freeway and Manhattan model exhibits a high relative speed – Spatial Dependence for group mobility is high, while it is low for random waypoint and other models – Link Duration for group mobility is higher than Freeway, Manhattan and random waypoint Path duration - Similar observations for Path duration 33

Experiment II: Protocol Performance across Mobility Models Simulations done in ns-2: Routing protocols: DSR, AODV, DSDV Same set of mobility trace files used in experiment1 Traffic pattern consists of source-destination pairs chosen at random 20 source, 30 connections, CBR traffic Data rate is 4packets/sec (low data rate to avoid congestion) For each mobility trace file, we vary traffic patterns and run the simulations for 3 times 34

Results and Observations Performance of routing protocols may vary drastically across mobility patterns (Example for DSR) Throughput Routing Overhead There is a difference of 40% for throughput and an order of magnitude difference for routing overhead across mobility models! 35

Which Protocol Has the Highest Throughput ? We observe that using different mobility models may alter the ranking of protocols in terms of the throughput! Random Waypoint : DSR Manhattan : AODV ! 36

Which Protocol Has the Lowest Overhead ? We observe that using different mobility models may alter the ranking of protocols in terms of the routing overhead! Recall: Whether mobility impacts protocol performance? Conclusion: Mobility DOES matter, significantly, in evaluation of protocol performance and in comparison of various protocols! RPGM(single group) : DSR Manhattan : DSDV 37

Putting the Pieces Together Why does mobility affect protocol performance? We observe a very clear trend between mobility metric, connectivity and performance – With similar average spatial dependency Relative Speed increases Link Duration decreases Routing Overhead increases and throughput decreases – With similar average relative speed Spatial Dependence increase Link Duration increases Throughput increases and routing overhead decreases Conclusion: Mobility Metrics influence Connectivity Metrics which in turn influence protocol performance metrics ! 38

Relative Velocity Putting the Pieces Together Link Duration Throughput Spatial Dependence Path Duration Overhead 39

Mechanistic Building Blocks (BRICS) * How does mobility affect the protocol performance? Approach: – The protocol is decomposed into its constituent mechanistic, parameterized building block, each implements a well-defined functionality – Various protocols choose different parameter settings for the same building block. For a specific mobility scenario, the building block with different parameters behaves differently, affecting the performance of the protocol We are interested in the contribution of building blocks to the overall performance in the face of mobility Case study: – Reactive protocols (e.g., DSR and AODV) * F. Bai, N. Sadagopan, A. Helmy, "BRICS: A Building-block approach for analyzing RoutIng protoCols in Ad Hoc Networks - A Case Study of Reactive Routing Protocols", IEEE International Conference on Communications (ICC), June 2004. 40

Building Block Diagram for reactive protocols DSR AODV Local Inquiry & Global Flooding Link Monitoring Error Notification Cache Management Generalization of Flooding Generalization of Flooding Caching Flooding Add Route Cache Range of Flooding Route Request Localized Rediscovery (b) Generalization of Error Handling Route Setup Error Broadcast Cache Management Salvaging (a) Link Monitoring Expanding Ring Search & Global Flooding Caching Style Expiration Timer Route Reply Localized/Non-localized method Route Invalidate Route Maintenance Error Detection Link Breaks (c) Detection Method Error Handling Notify Handling Mode Error Notification Notify Recipient 41

How useful is caching? DSR AODV In RW, FW and MH model, most of route replies come from the cache, rather than destination ( 80% for DSR, 60% for AODV in most cases) The difference in the route replies coming from cache between DSR and AODV is greater than 20% for all mobility models, maybe because of caching mode 42

Is aggressive caching always good? DSR The invalid cached routes increase from RPGM to RW to FW to MH mobility models Aggressive Caching may have adverse effect at high mobility scenarios ! 43

Conclusions Mobility patterns are very IMPORTANT in evaluating performance of ad hoc networks A rich set of mobility models is needed for a good evaluation framework. Richness of those models should be evaluated using quantitative mobility metrics. Observation – In the previous study only ‘average’ link duration was considered. – Are we missing something by looking only at averages? – Next: We conduct the PATHS study to investigate statistics and distribution of link and path duration. 44

PATHS: Analysis of PATH Duration Statistics and their Impact on Reactive MANET Routing Protocols Fan Bai, Narayanan Sadagopan, Bhaskar Krishnamachari, Ahmed Helmy {fbai, nsadagop, brksihna, helmy}@usc.edu * F. Bai, N. Sadagopan, B. Krishnamachari, A. Helmy, "Modeling Path Duration Distributions in MANETs and their Impact on Routing Performance", IEEE Journal on Selected Areas in Communications (JSAC), Special Issue on Quality of Service in Variable Topology Networks, Vol. 22, No. 7, pp. 1357-1373, Sept 2004. N. Sadagopan, F. Bai, B. Krishnamachari, A. Helmy, "PATHS: analysis of PATH duration Statistics and their impact on reactive MANET routing protocols", ACM MobiHoc, pp. 245-256, June 2003.

Motivation and Goal Mobility affects connectivity (i.e., links), and in turn protocol mechanisms and performance It is essential to understanding effects of mobility on Protocol Mechanisms link and path characteristics Performance Mobility Connectivity (Throughput, In this study: Overhead) – Closer look at the mobility effects on connectivity metrics (statistics of link duration (LD) and path duration (PD)) – Develop approximate expressions for LD & PD distributions (Is it really exponential? When is it exponential?) – Develop first order models for Tput & Overhead as f(PD) 46

Connectivity Metrics Link Duration (LD): – For nodes i,j, the duration of link i-j is the longest interval in which i & j are directly connected – LD(i,j,t1) t2-t1 iff t, t1 t t2, 0 : X(i,j,t) 1,X(i,j,t1- ) 0, X(i,j,t2 ) 0 Path Duration (PD): – Duration of path P {n1,n2, ,nk} is the longest interval in which all k-1 links exist 47

Simulation Scenarios in NS-2 Path duration computed for the shortest path, at the graph and protocol levels, until it breaks. Used the IMPORTANT mobility tool: – nile.usc.edu/important Mobility Parameters – Vmax 1,5,10,20,30,40,50,60 m/s, – RPGM: 4 groups (RPGM4), Speed/Angle Deviation Ratio 0.1 40 nodes, in 1000mx1000m area Radio range (R) 50,100,150,200,250m Simulation time 900sec 48

Link Duration (LD) PDFs At low speeds (Vmax 10m/s) link duration has multimodal distribution for FW and RPGM4 – In FW due to geographic restriction of the map Nodes moving in same direction have high link duration Nodes moving in opposite directions have low link duration – In RPGM4 due to correlated node movement Nodes in same group have high link duration Nodes in different groups have low link duration At higher speeds (Vmax 10m/s) link duration does not exhibit multi-modal distribution Link duration distribution is NOT exponential 49

Nodes moving in opposite directions FW model Vmax 5m/s R 250m Nodes moving in the same direction/lane Multi-modal Distribution of Link Duration for Freeway model at low speeds RPGM w/ 4 groups Vmax 5m/s R 250m Nodes in different groups Nodes in the same group Multi-modal Distribution of Link Duration for RPGM4 model at low speeds Link Duration (LD) distribution at low speeds 10m/s 50

RW RPGM (4 groups) FW Vmax 30m/s R 250m Link Duration at high speeds 10m/s Not Exponential !! 51

Path Duration (PD) PDFs At low speeds (Vmax 10m/s) and for short paths (h 2) path duration has multi-modal for FW and RPGM4 At higher speeds (Vmax 10m/s) and longer path length (h 2) path duration can be reasonably approximated using exponential distribution for RW, FW, MH, RPGM4. 52

Nodes moving in opposite directions FW Vmax 5m/s h 1 hop R 250m Nodes moving in the same direction Nodes in different groups Nodes in the same group RPGM4 Vmax 5m/s h 2 hops R 250m Multi-modal Distribution of Path Duration Multi-modal Distribution of Path Duration for Freeway model at low speeds, low hops for RPGM4 model at low speeds, low hops Path Duration (PD) distribution for short paths at low speeds 10m/s 53

RW RPGM4 h 2 h 4 100 FW h 4 Vmax 30m/s R 250m Path Duration (PD) distribution for long paths ( 2 hops) at high speeds ( 10m/s) 54

Exponential Model for Path Duration (PD) Let path be the parameter for exponential PD distribution: – PD PDF f(x) path e- path x – As path increases average PD decreases (and vice versa) Intuitive qualitative analysis: – PD f(V,h,R); V is relative velocity, h is path hops & R is radio range – As V increases, average PD decreases, i.e., path increases – As h increases, average PD decreases, i.e., path increases – As R increases, average PD increases, i.e., path decreases Validate intuition through simulations 55

Exponential Model for PD But, PD PDF f(x) path e- path x 56

0.5 RW h 2 Exponential 0.1 Probability 0.05 PD 0.3 0.2 0.1 0 0 0 10 20 30 40 50 0 Path Duration (sec) - Correlation: 94.1-99.8% - Goodness-of-fit Test RW FW RPGM K-S test 0.04-0.065 0.045-0.085 0.09-0.12 Probability Probability PD FW h 4 Exponential 0.4 10 20 Path Duration (sec) 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Exponential D 0.048 PD Vmax 30m/s R 250m FW h 4 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Cumulative Distribution Function (CDF) 57

Effect of Path Duration (PD) on Performance: Case Study for DSR PD observed to have significant effect on performance (I) Throughput: First order model – T: simulation time, D: data transferred, Tflow: data transfer time, Trepair: total path repair time, trepair: av. path repair time, f: path break frequency D Throughput T T T flow Trepair 1 T flow t repair . f .T T flow t repair . .T PD t repair trepair D Throughput (1 ) (1 ).rate PD T flow PD T T flow t repair (1 ) PD Throughput ( 1 ) PD 58

Effect of PD on Performance (contd.) (II) Overhead: First order model T – Number of DSR route requests – p: non-propagating cache hit ratio, N:PD number of nodes Overhead 1 PD Evaluation through NS-2 simulations for DSR Throughput Overhead Random Waypoint (RW) Freeway (FW) -0.9165 -0.9597 0.9753 0.9812 Manhattan (MH) -0.9132 0.9978 Pearson coefficient of correlation ( ) with 1 PD – RPGM exhibits low , due to relatively low path changes/route requests 59

Conclusions Detailed statistical analysis of link and path duration for multiple mobility models (RW,FW,MH,RPGM4): – Link Duration: multi-modal FW and RPGM4 at low speeds – Path Duration PDF: Multi-modal FW and RPGM4 at low speeds and hop count Exponential-like at high speeds & med/high hop count for all models Developed parametrized exponential model for PD PDF, as function of relative velocity V, hop count h and radio range R Proposed simple analytical models for throughput & overhead that show strong correlation with reciprocal of average PD Open Issues: – Can we prove this mathematically? Yes – Is it general for random and correlated mobility? Yes 60

Case Studies Utilizing Mobility Modeling 61

– (1) Mobility – (2) The Grid Topology – (3) Protocol Mechanisms 100 90 80 70 60 50 40 30 20 10 0 M anhattan Freeway Group M obility RWP Models 100 Percentage Failed Queries Group mobility: - prolongs protocol convergence - incurs max overhead - incurs max query failure rate * Subtle Coupling between Percentage Overhead Case Study on Effects of Mobility on the Grid Location Service (GLS) 90 Manhattan 80 Freeway 70 Group Mobility 60 RWP 50 40 30 20 10 0 Model * C. Shete, S. Sawhney, S. Herwadka, V. Mehandru, A. Helmy, "Analysis of the Effects of Mobility on the Grid Location Service in Ad Hoc Networks", IEEE ICC, June 2004.

Case Study on Geo-routing across Mobility Models Depending on beacon frequency location info may be out of date Nodes chosen by geographic routing may move out of range before next beacon update. Increasing beacon updates does not always help! Using simple mobility prediction achieved up to 37% saving in wasted bandwidth, 27% delivery rate 1 700 w/o MP w/o NLP w/ MP(NLP DLP) GPSR 0.8 0.7 500 400 300 200 GPSR with prediction 0.6 0.5 0.4 0.3 w/o MP w/o NLP w/ MP(NLP DLP) 0.2 100 0 0.250.5 GPSR with prediction 0.9 Delivery R ate (%) N u mb e r o f p a c ke t d ro p s 600 GPSR 0.1 0 1 1.5 3 6 10 20 30 40 50 (FWY) * D. Son, A. Helmy, B. Krishnamachari, "The Effect of Mobility-induced Location Errors on Geographic Routing in Ad Hoc Networks: Analysis and Improvement using Mobility Prediction", IEEE WCNC, March 2004, and IEEE Transactions on Mobile Computing, Special Issue on Mobile Sensor Networks, 3rd quarter 2004. Beacon Interval (sec) Max Node Speed (m/sec)

Contraction, Expansion and Hybrid Models May be useful for sensor networks Contraction models show ‘improved’ performance (e.g., Tput, link duration) with increased velocity Expansion Contraction Hybrid * Y. Lu, H. Lin, Y. Gu, A. Helmy, "Towards Mobility-Rich Performance Analysis of Routing Protocols in Ad Hoc Networks: Using Contraction, Expansion and Hybrid Models", IEEE ICC, June 2004.

MAID Case Study: Utilizing Mobility MAID: Mobility Assisted Information Diffusion May be used for: resource discovery, routing, node location applications MAID uses ‘encounter’ history to create age-gradients towards the target/destination MAID uses (and depends on) mobility to diffuse information, hence its performance may be quite sensitive to mobility degree and patterns Unlike conventional adhoc routing, link/path duration may not be the proper metrics to analyze The ‘Age gradient tree’ and its characteristics determine MAID’s performance * F. Bai, A. Helmy, "Impact of Mobility on Mobility-Assisted Information Diffusion (MAID) Protocols", IEEE SECON, 2007. 65

Time: t1 Location: x1,y1 A S Time: t3 Location: x3,y3 E D Time: t4 Location: x4,y4 F B C Time: t2 Location: x2,y2 Basic Operation of MAID: Encounter history, search and age gradient tree 66

MAID protocol phases and metrics Cold cache (initial, transient, phase): – Encounter cache is empty – More encounters ‘warm up’ the cache by increasing the entries Warm cache (steady state phase) : – Average encounter ratio reaches 30% of network nodes – Age gradient trees are established Metrics: – Warm up time – Average path length to a destination – Cost of search to establish the route to the destination 67

Warm Up Phase The Warm Up Time depends heavily on the Mobility model and the Velocity 68

Steady State Phase Steady State Performance depends only on the Mobility model but NOT on the Velocity - These metrics reflect the structure of the age-gradient trees (AGTs). - Hence, MAID leads to stable characteristics of the AGTs. 69

Spatio-Temporal Correlations in the AGT RWK 400 nodes 3000mx3000m area Radio range 250m RWP V 10m/s RPGM (80grps) MH 70

RWK RWP V 30m/s RPGM (80grps) MH 71

RWK RWP V 50m/s RPGM (80grps) MH 72

73

Mobility Simulation Tools The Network Simulator (NS-2) (USC/ISI, UCB, Xerox Parc) [wireless extensions CMU/Rice] – www.isi.edu/nsnam The GloMoSim Simulator (UCLA)/QualNet (Commercial) The IMPORTANT Mobility Tool (USC/UF) – nile.cise.ufl.edu/important Time Variant Community (TVC) (UF/USC) – nile.cise.ufl.edu/ helmy (click on TVC model) The Obstacle Mobility simulator (UCSB) – moment.cs.ucsb.edu/mobility The CORSIM Simulator OPNET (commercial) 74

IMPORTANT Includes: – Mobility generator tools for FWY, MH, RPGM, RWP, RWK (future release), City Section (Rel. Sp 05) – Acts as a pre-processing phase for simulations, currently supports NS-2 formats (can extend to other formats) – Analysis tools for mobility metrics (link duration, path duration) and protocol performance – (throughput, overhead, age gradient tree chars) – Acts as post-processing phase of simulations – nile.cise.ufl.edu/important 75

Manhattan Group IMPORTANT Freeway 76

CORSIM (Corridor Traffic Simulator) Simulates vehicles on highways/streets Micro-level traffic simulator – Simulates intersections, traffic lights, turns, etc. – Simulates various types of cars (trucks, regular) – Used mainly in transportation literature (and recently for vehicular networks) – Does not incorporate communication or protocols – Developed through FHWA (federal highway administration) http://ops.fhwa.dot.gov – Need to buy license 77

CORSIM 78

Trace-based Mobility Modeling Extend the IMPORTANT mobility tool: – URL: http://nile.cise.ufl.edu/important Trace-based mobility models nile.cise.ufl.edu/MobiLib – Pedestrians on campus Usage pattern (WLAN traces) – USC, MIT, UCSD, Dartmouth, Student tracing (survey, observe) – Vehicular mobility Transportation literature – Parametrized hybrid models Integrate Weighted Group mobility with Pathway/Obstacle Model Derive the parameters based on the traces 79

0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Other probability probability probability Survey based: Weighted Way Point (WWP) Model [ACM MC2R 04] 0-30 31-60 61-120 pause time (m) 121-240 240 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Classroom classroom Library 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Off-campus cafeteria 0-30 31-60 Other area 61-120 121-240 on campus pause time (m) 240 Library 0-30 31-60 61-120 121-240 240 pause time (m) 80