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. Optimal Power Flow uses stateoftheart techniques including an interior point method with barrier functions and infeasibility handling to achieve ultimate accuracy and flexibility in solving systems of any size Optimal Optimal Secure Objective Contro 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. Flow Control determines how a network resources, such as . channel bandwidth . , . buffer capacity . and . control state . are allocated to packet traversing the network .. One can view flow control : . with . Guaranteed Delivery . Using Ricci Flow. Jie. . Gao. Stony Brook University. Rik. . Sarkar. , . Xiaotian. Yin, . Feng. . Luo. , . Xianfeng. . David . Gu. Greedy Routing. Assign . coordinates. Q. and . y. Water flows in a rectangular . 6-ft-wide timber flume . with . n. =0.013. What channel slope is needed to convey water uniformly at 20 . ft. /s when the depth is 3 . ft. ?. Example: Channel Characteristics and Uniform Depth. Reading: Applied Hydrology Sections 8.1, 8.2, 8.4. 2. Flow Routing. Procedure to determine the flow hydrograph at a point on a watershed from a known hydrograph upstream. As the hydrograph travels, it. Professor Ke-Sheng Cheng. Dept. of Bioenvironmental Systems Engineering. National Taiwan University. 2. The storage effect. The storage effect of a water-retention structure or a channel reach can change the shape of the inflow hydrograph. Therefore two types of routing procedures are needed to calculate the outflow hydrograph. . Sung . Chul. Choi and Mario Gerla. WONS 2012 Presentation. Motivation. 2. Motivation. 3. Network Model. 4. Mobile node. Fixed Interfering source. Network Model. 5. 3. 1. 4. 5. 8. 1. Network node. Interfering source. 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. 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,” . 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. Presented by : Frédéric CHALLITA-Cedric . CHAUVENET-Andreas . BRUNSCHWEILER. 10/01/2016. SUMMARY . Introduction . and project context . G3 PLC LOADng routing protocol. Theoretical comparison between metrics .