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Documents The PCjr Admiring One of IBM's Biggest Mistakes Introduction Who is this guy? MobyGames, various...

Slide 1 Slide 2 The PCjr Admiring One of IBM's Biggest Mistakes Slide 3 Introduction Who is this guy? MobyGames, various software preservation projects, 8086 assember…

Documents Climate Change, Extreme Events, and Hurricane Sandy: From Non-Stationary Climate to Non-Stationary.....

Slide 1 Climate Change, Extreme Events, and Hurricane Sandy: From Non-Stationary Climate to Non-Stationary Policy William Solecki City University of New York – Hunter College…

Documents Designing for Flood Loads Using ASCE 7 and ASCE 24 William L. Coulbourne, P.E....

Slide 1 Designing for Flood Loads Using ASCE 7 and ASCE 24 William L. Coulbourne, P.E. [email protected] Slide 2 Outline Defining minimum design conditions as…

Documents Hydraulics of Semi Circular Weirs Q=CLH t 3/2 L = Effective Length of Weir H t = Total Head (Still.....

Slide 1 Slide 2 Hydraulics of Semi Circular Weirs Q=CLH t 3/2 L = Effective Length of Weir H t = Total Head (Still Pool) = H + V 2 /2g = Energy Grade Line H & V measured…

Documents Local Adaptation Efforts Along the Massachusetts Coast Julia Knisel Coastal Shoreline & Floodplain.....

Slide 1 Local Adaptation Efforts Along the Massachusetts Coast Julia Knisel Coastal Shoreline & Floodplain Manager Slide 2 Natural Buffers Limited ~ 1,100 shoreline miles…