PPT-A multilayer soil approach for seepage process analysis in earthen levees

B Bonaccorsi 1 T Moramarco 1 Leonardo Valerio Noto 2 S Barbetta 1 1 Research Institute for GeoHydrological Protection CNRIRPI Perugia Italy 2 Dipartimento di Ingegneria . SOFTWARE DEVELOPMENT LIFE CYCLE. CONCEPT: . software development life cycle (. sdlc. ). “. Creation. ” + “Approach for . re-creation. ”. Approach defines. Who. Does. . What. When. . and. How. Directed Acyclic Graphs. Anthony Bonato. Ryerson University. SIAMDM’12. Seepage in DAGs. Hierarchical social networks. Twitter is highly directed: can view a user and followers as a . directed acyclic graph (DAG). Deliverables so far:. system request. feasibility study. project plan. Next up:. requirements definition (today). use cases. process models. data models. Systems Analysis and. Information Gathering. Anthony Bonato. Ryerson University. CMS Winter Meeting. December 2011. Good guys vs bad guys games in graphs. 2. slow. medium. fast. helicopter. slow. traps, tandem-win. medium. robot vacuum. Cops and. Deliverables so far:. system request. feasibility study. project plan. Next up:. requirements definition (today). use cases. process models. data models. Systems Analysis and. Information Gathering. .. ENVIRONMENTAL ENGINEERING. LAND - AIR - WATER. GREDELL Engineering Resources, Inc.. Secondary Containment. “What is Sufficiently Impervious”. 3rd ANNUAL NATIONAL INTSTITUTE for STORAGE TANK MANAGEMENT CONFERENCE. An Economic Assessment of U.S. Counties with Levees. Ezra Boyd. Geography Graduate Student. Louisiana State University. Research sponsored by. Outline. Data, hypothesis, and theory. Analysis and results. SOFTWARE DEVELOPMENT LIFE CYCLE. CONCEPT: . software development life cycle (. sdlc. ). “. Creation. ” + “Approach for . re-creation. ”. Approach defines. Who. Does. . What. When. . and. How. Deliverables so far:. system request. feasibility study. project plan. Next up:. requirements definition (today). use cases. process models. data models. Systems Analysis and. Information Gathering. Flow Rate = q = v. A = k . i . A = k (h/L). A. INTRODUCTION. A. B. Soil. Water In. h =. h. A. - . h. B. Head Loss or. Head Difference or Energy Loss. h. A. h. B. i. = Hydraulic Gradient. (q). Water. Pete Nix, P.E.. Senior Geotechnical . Engineer. Tetra . Tech, Inc.. May 18, 2011. Levee Underseepage Evaluations. Current Corps criteria presented in EM 1110-2-1913, Design and Construction of Levees and ETL 1110-2-569, Design Guidance for Levee Underseepage. HL7 Development Framework . (. HDF 1.5). (With Discussion Notes in Appendix). André Boudreau . (a.boudreau@boroan.ca). Laura Heermann Langford . (Laura.Heermann@imail.org). 2011-03-02. HL7 Patient Care Work . Tara Production in . Utcubamba. Valley - Peru. Case study:. Private Protected Area . Milpuj. -La . Heredad. Description. Altitude 1830 . to 1865 . meters. S. easonally . dry tropical forest . Soil . Spotlight On: . Project Qualifications . Approaches to academic writing. Reflective writing. Choosing a topic. Referencing. Overview. A Genre Approach to Writing. Writing varies with the social context in which it is produced.