logging in or signing up ewre99 Sevastian Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 52 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: October 24, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Continental Scale River Flow Routing : presented by Kwabena Asante Dr David Maidment Dr Jay Famiglietti Dr Francisco Olivera Continental Scale River Flow Routing Acknowledgements: Acknowledgements National Science Foundation EROS Data Center of the USGS GIS Hydro Research Group Global Hydrology Group Dissertation CommitteeOutline: Outline General Introduction Database Construction Conceptual Basin Models Implementing the Models Comparing the Models Conclusions Slide4: GIS Hydro ‘99: Digital Atlas Digital Atlas of the World Water Balance www.crwr.utexas.edu1500 Major Drainage Basins: 1500 Major Drainage BasinsSlide6: Cell-to-Cell Watershed Based Conceptual Models of a River Basin CTC HMS Source-to-Sink STSDeveloping a HMS model: Developing a HMS model Delineate stream and watersheds Define routing parameters Calculate attributes Compute network connectivity Create and Edit Basin file Route by Muskingum Method Developing a STS model: Developing a STS model Define sinks Delineate drainage basins Define sources Calculate attributes of sources Create input file for routing code Route by Diffusion Wave Method The Congo Basin: The Congo Basin Area = 3.78 million km2 Mean flow = 45 000 m3/s 8 CountriesSTS and HMS models of the Congo : STS and HMS models of the Congo Modeling Unit Size = 30’ (60 x 60 km) Number of Sources = 1378 Delineation Threshold = 1000 km2 Number of Subbasins/Reaches = 1791Reason for the 3 day delay?: Reason for the 3 day delay? HMS Watershed lag time taken as the larger of (0.6 * longest flow time) and (3.5 * routing time step) 1550 out of 1791 watersheds Average watershed flow time = 1004.1 minutes Average HMS enforced lag time = 5273.8 minutes The difference = 4269.7 minutes = 2.965 daysLongitudinal Decomposability in HMS: Longitudinal Decomposability in HMS n = 4 n = 5 n = 6 n = 7 n = 8 reach length = 162,000 m flow velocity = 0.3 m/s muskingum K = 0.3Slide15: Longitudinal Decomposability in HMSSlide16: Longitudinal Decomposability in STS 2000 km 1000 km 1200 km 800 kmSlide17: Longitudinal Decomposability in STSEffect of STS Modeling Unit Size: Effect of STS Modeling Unit Size Source size = 30’ (60 x 60 km) Source size = 10’ (20 x 20 km) Source size = 5’ (10 x 10 km)Slide21: The Nile Basin Area =3.25 million km2 Mean flow = 2,500 m3/sSlide22: Effect of Spatially Distributed Parameters ( Velocity & Dispersion Coefficient)Conclusions: Conclusions STS model can be used to represent the hydrologic processes represented in a watershed based model STS model incorporating dispersion is longitudinally decomposable, hence the STS model is scale independent Spatially variable velocity and dispersion coefficients do make a difference and should be taken into account if variable parameter zones exist HMS imposed restrictions on parameters should be reviewed to establish a more scientific basis for imposition You do not have the permission to view this presentation. In order to view it, please contact the author of the presentation.
ewre99 Sevastian Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 52 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: October 24, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Continental Scale River Flow Routing : presented by Kwabena Asante Dr David Maidment Dr Jay Famiglietti Dr Francisco Olivera Continental Scale River Flow Routing Acknowledgements: Acknowledgements National Science Foundation EROS Data Center of the USGS GIS Hydro Research Group Global Hydrology Group Dissertation CommitteeOutline: Outline General Introduction Database Construction Conceptual Basin Models Implementing the Models Comparing the Models Conclusions Slide4: GIS Hydro ‘99: Digital Atlas Digital Atlas of the World Water Balance www.crwr.utexas.edu1500 Major Drainage Basins: 1500 Major Drainage BasinsSlide6: Cell-to-Cell Watershed Based Conceptual Models of a River Basin CTC HMS Source-to-Sink STSDeveloping a HMS model: Developing a HMS model Delineate stream and watersheds Define routing parameters Calculate attributes Compute network connectivity Create and Edit Basin file Route by Muskingum Method Developing a STS model: Developing a STS model Define sinks Delineate drainage basins Define sources Calculate attributes of sources Create input file for routing code Route by Diffusion Wave Method The Congo Basin: The Congo Basin Area = 3.78 million km2 Mean flow = 45 000 m3/s 8 CountriesSTS and HMS models of the Congo : STS and HMS models of the Congo Modeling Unit Size = 30’ (60 x 60 km) Number of Sources = 1378 Delineation Threshold = 1000 km2 Number of Subbasins/Reaches = 1791Reason for the 3 day delay?: Reason for the 3 day delay? HMS Watershed lag time taken as the larger of (0.6 * longest flow time) and (3.5 * routing time step) 1550 out of 1791 watersheds Average watershed flow time = 1004.1 minutes Average HMS enforced lag time = 5273.8 minutes The difference = 4269.7 minutes = 2.965 daysLongitudinal Decomposability in HMS: Longitudinal Decomposability in HMS n = 4 n = 5 n = 6 n = 7 n = 8 reach length = 162,000 m flow velocity = 0.3 m/s muskingum K = 0.3Slide15: Longitudinal Decomposability in HMSSlide16: Longitudinal Decomposability in STS 2000 km 1000 km 1200 km 800 kmSlide17: Longitudinal Decomposability in STSEffect of STS Modeling Unit Size: Effect of STS Modeling Unit Size Source size = 30’ (60 x 60 km) Source size = 10’ (20 x 20 km) Source size = 5’ (10 x 10 km)Slide21: The Nile Basin Area =3.25 million km2 Mean flow = 2,500 m3/sSlide22: Effect of Spatially Distributed Parameters ( Velocity & Dispersion Coefficient)Conclusions: Conclusions STS model can be used to represent the hydrologic processes represented in a watershed based model STS model incorporating dispersion is longitudinally decomposable, hence the STS model is scale independent Spatially variable velocity and dispersion coefficients do make a difference and should be taken into account if variable parameter zones exist HMS imposed restrictions on parameters should be reviewed to establish a more scientific basis for imposition