PPT-Comparison of overland flow diffusion wave model with SWMM

HMS Preliminary March 24 2014 Rosa Aguilar Computational Hydraulics and Hydrology wwwmahometaquiferconsortiumorg Surface Runoff Water flow that occurs when the soil is infiltrated to full capacity and excess water from rain . Teddie Keller. . Rich Rotunno, Matthias Steiner, Bob Sharman. Orographic Precipitation and Climate Change Workshop. NCAR, Boulder, CO 14 Mar 2012 . *Miglietta, M. M., R. Rotunno, 2005: Simulations of Moist Nearly Neutral Flow over a Ridge. J. Atmos. Sci., 62, 1410-1427. in SPH and grid codes. James . Wadsley. (McMaster). Tom Quinn (Washington), Fabio . Governato. (Washington), Hugh . Couchman. (McMaster). Disks 2012, Heidelberg. Test. Agertz. et al 2007. Code comparison paper from the proto . Land Use Workgroup Meeting. January 30, 2014. Steve Stewart. Baltimore County. Issues. Phase 5 of the CBP Watershed Model had no differences in loadings between high-density and low-density urban pervious and urban impervious.. https://youtu.be/3TgQ06Z3q0I. Runoff. Saturation-excess runoff when water table meets the ground surface. Infiltration-excess runoff when precipitation rate exceeds infiltration rate. Horton’s conceptual hillslope model. Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001. (Grip and Rodhe, 1994). Southern Sweden—much like NE US. A different form of overland flow. streamflow. from . hillslopes. Baseflow. . streamflow. maintained by. groundwater contributions. Stormflow. Augmented by direct precipitation on saturated area. Overland flow. R. eturn flow. Shallow subsurface . John Hewlett. from Hewlett:. Simultaneous recognition on 3 continents of a Variable Source Area. à la Hewlett-san and Hibbert-san (1967). Runoff Pathways. Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001. Most of the problems encountered in engineering are of unsteady type.. Two main types of problems under unsteady conditions. The first is where the water level in a reservoir or pressure tank is steadily rising or falling so that rate of flow varies continuously but where change takes place slowly.. (M. 3. D). Dr. Brian H. Spitzberg. Principle Investigator: Dr. Ming-Hsiang . Tsou . mtsou@mail.sdsu.edu. ,. . (Geography), . Co-. Pis. : . Dr. . Dipak. K Gupta (Political Science), Dr. Jean Marc Gawron (Linguistic), Dr. Brian . PI Dr. Kwan-Jin Jung. TA . Priti. . Albal. Dave Frank & Maggie Mahan. 12 July 2012. Outline. Phantom Analysis. Orientation. Direction . b-value . Tensor . vs. HARDI models. Human Analysis. Motion correction in DWI. Yohahn. Jo. Systems Engineering . Class of 2011. Background. Traffic waves work very similar to shock . waves. In a traffic jam, traffic wave moves backward. http://www.youtube.com/watch?v=Suugn-p5C1M. Jaivime. A. . Evaristo. , Jane K. . Willenbring. . Department of Earth and Environmental Science. University of Pennsylvania, Philadelphia, PA 19104, USA. . Acknowledgement. GSA . On To the Future. Rowe T.E. 1. , Akande J.A . 1A. , Reed K.. 2 . A. Ophthalmic Formulation Development, . 1. Encompass Pharmaceutical Services, Norcross, GA; . 2. Ophthalmic Formulation Development, Encompass Pharmaceutical Services, Hawthorn Woods, IL. . Yu Chen, . Zhaoyun. . Zong. and . Hejun. Zhu. Comparison between BISQ and BISSQ model. 2. BISQ model. BISSQ model. Fluid pressure in the BISSQ model. 3. The average of the fluid pressure. BISSQ model.