PPT-Channel Flow Routing

Reading Applied Hydrology Sections 84 9194 97 Brushy Creek Watershed Dam 7 Subbasin BUT060 Reservoir Routing Subasin Rainfall Runoff Reach SBR080 Downstream of Dam 7 How do we route the flow through Reach SBR080. Natalie . EnrightJerger. Topology Overview. Definition: determines arrangement of channels and nodes in network. Analogous to road map. Often first step in network design. Routing and flow control build on properties of topology. Alfredo Hijar. Flood Forecasting. Outline. Introduction. Hydraulic geometry, hydraulic routing models, channel cross section extraction. Reliable channel cross section approximation. Boundary conditions – Noah Land Surface Model. Reading: Applied Hydrology Sections 9.1, 9.2, 9.3, 9.7, 10.1, 10.2. Reference: HEC-RAS Hydraulic Reference Manual, Version 4.1, Chapters 1 and . 2. Reading: HEC-RAS Manual pp. 2-1 to 2-12. http://www.hec.usace.army.mil/software/hec-ras/documents/HEC-RAS_4.1_Reference_Manual.pdf. Priyank Gupta. 04/02/2012. Generic Low Latency . NoC. Router Architecture for FPGA Computing Systems. &. A Complete Network on Chip Emulation Framework. 1. Introduction. Moore’s law is pushing towards more complex . Outline. Background. Motivation. Topology description. Routing. Minimal Routing. Valiant Routing. UGAL/G Adaptive Routing. Indirect Adaptive Routing. Credit Round Trip. Reservation. Piggyback. Progressive. Reference: HEC-RAS Hydraulic Reference Manual, Version 4.1, Chapters 1 and 2. Reading: HEC-RAS Manual pp. 2-1 to 2-12. Applied Hydrology, Sections 10-1 and 10-2. http://www.hec.usace.army.mil/software/hec-ras/documents/HEC-RAS_4.1_Reference_Manual.pdf. Alfredo Hijar. Flood Forecasting. Outline. Introduction. Hydraulic geometry, hydraulic routing models, channel cross section extraction. Reliable channel cross section approximation. Boundary conditions – Noah Land Surface Model. Arshiya Hoseyni Chime. Advisor: Professor Phil Malte. UW –NNMREC. 04 November 2012. Irrigation Canals. Approximately 1 MW power loss. Traditional: Sluice gates for flow control. Opportunity: Hydrokinetic turbines for flow control and power generation. Reading Assignment. Sections . 4.1-4.5. Alternative: relevant papers. . References provided. Overview. Separate the routing decisions from implementation. Choice of path vs. . Performance. E.g., buffering, route computation implementation. Reading. Relevant papers are cited in the presentations. Duato. , Yalamanchili, and Ni: . Sections 7.2.1, 7.2.2, and 7.2.3 (pages 390-393). Overview. Integration with flow control. Impact of switching mechanisms. IEEE TC. , May 1987. F. . Silla. , and J. . Duato. , “Improving the Efficiency of Adaptive Routing in Networks with Irregular Topology,” . HIPC. 1997. J. . Duato. “A New Theory of Deadlock-Free Adaptive Routing in Wormhole Networks,” . Ahmed Saeed. †. , Mohamed Ibrahim. †. , Khaled A. . Harras. ‡. , . Moustafa. Youssef. †. † . Egypt-Japan University for Science and Technology (E-JUST), Egypt. ‡. Carnegie Mellon Qatar, Qatar. Jiayi Huang. , . Ramprakash. Reddy Puli, Pritam Majumder . Sungkeun. Kim, Rahul . Boyapati. , Ki Hwan Yum and EJ Kim. Outline. Motivation. Active-Routing Architecture. Implementation. Enhancements in Active-Routing. Alfredo Hijar. Flood Forecasting. Outline. Introduction. Hydraulic geometry, hydraulic routing models, channel cross section extraction. Reliable channel cross section approximation. Boundary conditions – Noah Land Surface Model.