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Wisconsin - ECE - 738
Iterative Basis Pursuit for Image Sequence DenoisingBrian Eriksson ECE 738 Final ProjectAbstract An iterative method is purposed in this paper using the basis pursuit algorithm for spatial denoising, coupled with temporal wavelet denoising to resu
Wisconsin - ECE - 738
Final Exam ECE 738 Brian ErikssonProblem 1) Create a multi-resolution decomposition of an image 1 2 3 2 3 2 4 344The bitstream is encoded using Reed-Solomon (RS). Layer-1 is (48,1) Layer-2 is (48,3) Layer-3 is (48,12) Layer-4 is (48,48) (must
Wisconsin - ECE - 738
Robust and Efcient Skeletal GraphsPavel Dimitrov Carlos Phillips McGill University School of Computer Science & Center for Intelligent Machines pdimit,carlos,siddiqi @cim.mcgill.caKaleem SiddiqiAbstractThere has recently been signicant interes
Wisconsin - ECE - 738
361.8-243.8-500.73-470.3739.364962.16-625.49-17.947-33.56516.57804.52-175.65-252.45-417.17265.22916.33-691.97-604395.58299.061068.9-575-566.69238.72199.25744.01-632.29-254.65-3.5774500.28700.21-346.07-457.65-281.8336
Wisconsin - ECE - 738
-210.63-2165.4-690.6-8.105-39.782185.6-2391.5-778.65220.2153.043-7.8386-2706.7-578.55-488.96159.85-119.37-2541.2-492.0412.71315.723-232.49-2425.2-443.12-153.05259.7-112.96-2321.4-549.07177.72170.5456.552-2401.1-797.91
Wisconsin - ECE - 738
435.47435.47435.47435.47435.47435.47435.47435.47435.47435.47-197.65-197.65-197.65-197.65-197.65-197.65-197.65-197.65-197.65-197.6565.62265.62265.62265.62265.62265.62265.62265.62265.62265.622367.12367.12367.12367.1236
Washington - CEE - 320
Suggestions for Preparation Review each lecture and identify the main points and formulas. Write these on summary notes. For each lecture, write an question. Do this in a group, and share questions. Solve these questions from scratch, do not just
Washington - CEE - 320
Freeway & Highway Level of ServiceCEE 320 Spring 2008CEE 320 Anne GoodchildOutline1. Definitions 2. Level of Service (LOS) 3. Freeway Segment LOS Determinationa. Free-flow speed b. Flow Rate4. Multilane Highway LOS 5. Design Traffic Volume
Washington - CEE - 320
Level of Service and Design Traffic VolumesCEE 320 Spring 2008CEE 320 Kelly PiteraOutline1. Freeway Segment LOS Determinationa. Free-flow speed b. Flow Rate2. Multilane Highway LOS 3. Design Traffic VolumeCEE 320 Spring 2008CEE 320 Spri
Washington - CEE - 320
Geometric & Pavement Design Example ProblemsCEE 320 Spring 2008Problem 3.15Due to crashes at a railroad crossing, an overpass (with a surface 24 ft above the existing road) is to be constructed on an existing level highway. The existing highway
Washington - CEE - 320
Horizontal AlignmentCEE 320 Fall 2008Horizontal Alignment Objective: Geometry of directional transition to ensure: Safety Comfort Primary challenge Transition between two directions Fundamentals Circular curves Superelevation or banki
Washington - CEE - 320
CEE 320 Fall 2008Geometric DesignHorizontal Curve FundamentalsPIPCLPTRRCEE 320 Fall 2008Vehicle CorneringRvW p + F f = FcpccnFcp FFWWn WpFfFf WV 2 WV 2 W sin + f s W cos + sin = gR cos gRv v
Washington - CEE - 320
Geometric DesignCEE 320 Spring 2008CEE 320 Anne GoodchildOutline1. Concepts 2. Vertical Alignmenta. b. c. d. Fundamentals Crest Vertical Curves Sag Vertical Curves Examples3. Horizontal Alignmenta. Fundamentals b. Superelevation4. Other
Washington - CEE - 320
Geometric DesignCEE 320 Spring 2008CEE 320 Anne GoodchildOutline1. Concepts 2. Vertical Alignmenta. b. c. d. Fundamentals Crest Vertical Curves Sag Vertical Curves Examples3. Horizontal Alignmenta. Fundamentals b. Superelevation4. Other
Washington - CEE - 320
Intelligent Transportation Systems (ITS)CEE 320 Fall 2008CEE 320 Anne GoodchildBoth oppose increasing the gas tax Obama Opposed gas tax holiday Invest in developing alternative energy rather than drilling offshore Federal government sho
Washington - CEE - 320
CEE 320 HW 1 Grade35 30 Number of students 25 20 15 10 5 0 <65 66 - 70 71 - 75 76 - 80 81 - 85 86 - 90 91 - 95 >96 GradeAbstract 1 Assignment353025 Number of students20151050 1 2 3 4 5 6 Grade (out of 10) 7 8 9 10 MoreYou are desi
Washington - CEE - 320
Mode Choice Survey ResultsCEE 320 Spring 2008Utility ModelsU(Walking) = 1.977 + 7.049(ShortDistance) U(Bicycle) = 3.797(ShortDistance) + 3.997(AutoOwn) + 0.859(BikeOwn) 1.849(Gender) U(Bus) = 6.391 0.471(Gender) U(HOV) = 4.303 0.254(Gender) +
Washington - CEE - 320
Pavement DesignCEE 320 Spring 2007CEE 320 Anne GoodchildOutline1. 2. 3. 4. Pavement Purpose Pavement Significance Pavement Condition Pavement Typesa. Flexible b. Rigid5. Pavement Design 6. ExampleCEE 320 Spring 2007Pavement Purpose Load
Washington - CEE - 320
Pavement DesignCEE 320 Spring 2007CEE 320 Steve MuenchOutline1. 2. 3. 4. Pavement Purpose Pavement Significance Pavement Condition Pavement Typesa. Flexible b. Rigid5. Pavement Design 6. ExampleCEE 320 Spring 2007Pavement Purpose Load s
Washington - CEE - 320
Pavement DesignCEE 320 Spring 2007CEE 320 Anne GoodchildDictionary.com Pavement: Noun a paved road, highway, etc. a paved surface, ground covering, or floor. material used for paving Sidewalk Pave: Verb to cover or lay (a road, walk, et
Washington - CEE - 320
Pavement DesignCEE 320 Spring 2007CEE 320 Anne GoodchildDesign Parameters Subgrade Loads EnvironmentCEE 320 Spring 2007Subgrade Characterized by strength and/or stiffness California Bearing Ratio (CBR) Measures shearing resistance Un
Washington - CEE - 320
Pavement DesignCEE 320 Spring 2007CEE 320 Steve MuenchOutline1. 2. 3. 4. Pavement Purpose Pavement Significance Pavement Condition Pavement Typesa. Flexible b. Rigid5. Pavement Design 6. ExampleCEE 320 Spring 2007Pavement Purpose Load s
Washington - CEE - 320
QueuingCEE 320 Anne GoodchildCEE 320 Fall 2008Outline1. 2. 3. 4. 5. Fundamentals Poisson Distribution Notation Applications Analysisa. Graphical b. Numerical6. ExampleCEE 320 Fall 2008Fundamentals of Queuing Theory Microscopic traffic f
Washington - CEE - 320
Route ChoiceCEE 320 Spring 2008CEE 320 AnneOutline1. 2. 3. 4. General HPF Functional Forms Basic Assumptions Route Choice Theoriesa. User Equilibrium b. System Optimization c. ComparisonCEE 320 Spring 2008Route Choice Equilibrium problem
Washington - CEE - 320
Route ChoiceCEE 320 Fall 2008CEE 320 Steve MuenchRoute Choice Final step in sequential approach Trip generation (number of trips) Trip distribution (origins and destinations) Mode choice (bus, train, etc.) Route choice (specific roadways u
Washington - CEE - 320
Course Logistics HW7 due today (9 total) Midterm next Friday (Wednesday review) Signalized Intersections (Chapter 7 of text) Last material before midterm Final set of topics: transportation planningCEE 320 Fall 2008Signalized Intersections
Washington - CEE - 320
Traffic ConceptsCEE 320 Anne GoodchildCEE 320 Spring 2008Outline1. Basic Conceptsa. b. c. d. e. Flow Rate Spacing Headway Speed Density2. Relationships 3. ExampleCEE 320 Spring 2008Concepts Definitions Volume, Speed, Density relationsh
Washington - CEE - 320
Traffic Detection SystemsCEE 320 Spring 2008CEE 320 Anne GoodchildOutline1. 2. 3. 4. What are traffic detectors? Traffic detector importance Detector types Use ExampleCEE 320 Spring 2008What Are Traffic Detectors?CEE 320 Spring 2008Tra
Washington - CEE - 320
Traffic Detection SystemsCEE 320 Fall 2008CEE 320 Anne GoodchildOutline1. 2. 3. 4. What are traffic detectors? Traffic detector importance Detector types Use ExampleCEE 320 Fall 2008What Are Traffic Detectors?CEE 320 Fall 2008Devices t
Washington - CEE - 320
Traffic ConceptsCEE 320 Anne GoodchildCEE 320 Spring 2008Outline1. Basic Conceptsa. b. c. d. e. Flow Rate Spacing Headway Speed Density2. Relationships 3. ExampleCEE 320 Spring 2008Concepts Definitions Volume, Speed, Density relationsh
Washington - CEE - 320
Course Logistics HW3 and HW4 returned Midterms returned Wednesday HW5 assigned today, due next Monday Project 1 due FridayCEE 320 Fall 2008Traffic ConceptsCEE 320 Anne GoodchildCEE 320 Fall 20082nd Phase of Class Move from infrastructu