'Total flow' diaporamas de présentation

Achieving Network Optima Using Stackelberg Routing Strategies

Achieving Network Optima Using Stackelberg Routing Strategies. Yannis A. Korilis, Member, IEEE Aurel A. Lazar, Fellow, IEEE & Ariel Orda, Member IEEE IEEE/ACM transactions on networking, vol. 5, No. 1, February 1997 Sanjeev Kohli EE 228A. Presentation Outline.

1.04k views • 92 slides

Managerial Decision Modeling with Spreadsheets

1.31k views • 71 slides

Flow Networks

960 views • 65 slides

Single Source Shortest-Path: The General Case (with negative edges)

Bellman-Ford algorithm. Iteratively relax all edges |V|-1 times. Single Source Shortest-Path: The General Case (with negative edges). Running time? O(VE). All-Pairs Shortest Paths. Given a directed graph G = (V, E), weight function w : E ? R, |V| = n. Assume no negative weight cycles.

694 views • 56 slides

OR/MA 504 Chapter 4 Network Modeling

OR/MA 504 Chapter 4 Network Modeling. Introduction to Mathematical Programming. Introduction. A large variety of linear programming applications can be represented graphically as networks. This chapter focuses on several such problems: Transshipment Problems Shortest Path Problems

618 views • 50 slides

S T A N D A R D S

S T A N D A R D S. AS/NZS 2179.1:1994 Specifications for rainwater goods, accessories and fasteners Part 1: Metal shape or sheet rainwater goods, and metal accessories and fasteners. AS 3500.3.1:1998 National plumbing and drainage

642 views • 37 slides

MODFLOW Data Model

MODFLOW Data Model. An extension of the Arc Hydro Groundwater Simulation feature dataset. Simulation Feature Data Set. Boundary Polygon. J. I. Cell2D and Node2D Features. Cell2D. Node2D. CELL3D Features. Ancestral Streams. Ancestral Streams. Ancestral Streams. Riverbank.

470 views • 36 slides

A Linear Programming Formulation of Flows over Time with Piecewise Constant Capacity and Transit Times

A Linear Programming Formulation of Flows over Time with Piecewise Constant Capacity and Transit Times. by Juan Alonso and Kevin Fall. Introduction . Algorithm to optimally solve a Delay-Tolerant Network (DTN) routing problem Assumes contacts are known in advance Two steps

394 views • 29 slides

Water Hydraulic Conversion by Dan Pitstick Dan Sellers Nathan Schoonover

Water Hydraulic Conversion by Dan Pitstick Dan Sellers Nathan Schoonover. Introduction. The purpose of this project is to convert an oil hydraulic turf mower into a water hydraulic turf mower. The key systems are drive train, steering, and mower drive. Hydrostat Design Calculations .

488 views • 28 slides

B.S. Engineering Science, Humboldt State University, Arcata, CA 1970.

Bob Pitt Cudworth Professor of Urban Water Systems Department of Civil, Construction, and Environmental Engineering University of Alabama Tuscaloosa, AL USA. B.S. Engineering Science, Humboldt State University, Arcata, CA 1970.

392 views • 27 slides

Baseline Conditions

Baseline Conditions. General Hydrogeology. Schematic Cross-section. Bedrock. Reality Check. SWL/Data 778-920 ft. Model 782-922ft. Modeling based on GWIM data matches surprisingly well with the SWL w/o calibration. Flow ? 0.02 cfs. Flow ? .04 cfs. 0.42, 0.41. 0.00, 0.05. Flow ? 6.5 cfs.

344 views • 26 slides

Connectivity

580 views • 25 slides

385 views • 23 slides

Gaseous Pollutants mini-course TAMS Center February 2009

Creating a Test Atmosphere. Gaseous Pollutants mini-course TAMS Center February 2009. Creating a test atmosphere using cal gas, zero air generator and a calibrator What total flow do I need? What concentration do I want? What concentration is the cal gas? What cal gas flow do I need?

340 views • 20 slides

A Combinatorial, Primal-Dual Approach to Semidefinite Programs

306 views • 20 slides

Effects of Climate Change on Natural and Regulated Flood Risks in the Skagit River Basin and Prospects for Adapta

Effects of Climate Change on Natural and Regulated Flood Risks in the Skagit River Basin and Prospects for Adaptation. Se-Yeun Lee 1 Alan F. Hamlet 2,1. Dept. of Civil and Env . Engineering, UW CSES Climate Impacts Group, UW. Study Area : The Skagit River Basin.

318 views • 18 slides

(14 p.341) Viscous Fluid Flow

Umm Al- Qura University ?? ??? ?? ?????

688 views • 18 slides

WLTP Test Procedures for Chassis Dynamometer Testing

WLTP Test Procedures for Chassis Dynamometer Testing. Chris Laroo - U.S. EPA April 14, 2010. WLTP-DTP-01-13. Outline. Overview of current US domestic test procedures, WHDC, and NRMM GTR Overview of proposed WLTP test procedures Conclusions. Current Test Procedures.

384 views • 14 slides

Water Quality Master Planning

Water Quality Master Planning. A Barton Creek Model Katherine G. Osborne CE 394K.2 Surface Water Hydrology. Topics of Discussion. Background What are we modeling? How are we doing it? What are the outputs? Conclusions. Background. Why does Austin care? A Brief History

266 views • 14 slides

Rain Gage

Wireless Communication. 2102. Rain Gage. 40 Watt Solar Panel. Treated Flow. 2150. 948 Battery. 948 Battery. Total Flow. 2150. 2191. Battery. 6712 Sampler Influent. 6712 Sampler Effluent. 2100 Bottom port Y-cable p/n 60-5314-603. 2100 Sampler interface cable 100 feet.

287 views • 13 slides