The preprocessor was developed to facilitate and standardize the creation of HEC-1 input files. U.S. Army Corps of Engineers, Office, Chief of Engineers (1991). (1987). The manuals, guides and specs should not be assumed to be applicable to work with any other Corps of Engineers District. 6. 228-4 For additional document collections, visit the USACE Headquarters Publications website. The Corps of Engineers has extended the Upper Rio Grande Water Operations Model from Caballo Dam to American Dam in El Paso using a two dimensional hydraulic model(FLO2D) and current LiDAR data, completed in 2006, and is working on a further extension of the model to Fort Quitman, TX, scheduled for completion in 2007. CORPS OF ENGINEERS HYDRAULIC DESIGN CRITERIA VOLUME 1 TABLE OF CONTENTS (Continued) Chart No. United States Army Corps of Engineers Engineering Manual EM 1110-2-1601. Determine the drainage area of the site, in mi2 (km2). HEC-EFM Plotter is designed to help users view, navigate, and interpret output generated by HEC-EFM. Feasibility Report, American River Watershed Investigation, California, December 1991. 2. Corps of Engineers, TVA and F.E.M.A. (Continued) OUTLET WORKS - 200 228-1. Available outputs are automatically imported as a series of"Standard Plots" for the flow regimes and relationships being analyzed in HEC-EFM. Environmental Laboratory. Included with this volume on 3 1/2-inch computer disk is an interactive program, SACPRE, which is a preprocessor for the Corps of Engineers, HEC-1 program. Bend-Loss Coefficients Circular Curves - KB vs Deflection Angle Single Miter KB vs Reynolds Number KB vs Deflection Angle - Minimum Pressure Pipe Bends - Pressure Flow. The Design Criteria files presented from this site are specifically for projects with the Savannah District. Criteria United States Army Corps of Engineers. 10. It presents theories and procedures in the hydraulic design of flood control channels, levees, and floodwalls. HEC-EFM Plotter 3.0 is now available! See below for details. Flood Insurance Study and Maps. DEPARTMENT OF THE ARMY ETL 1110-2-584 U.S. Army Corps of Engineers CECW-CE Washington, DC 20314-1000 Circular No. DESIGN PROCEDURES FOR HYDRAULIC STRUCTURES Tennessee Department of Transportation 1. Revised November 1987. Check for previous hydraulic studies at or near the site: A. 7. Hydraulic design of flood control channels, EM 1110-2-1601, U.S. Government Printing Office, Washington Introduction ETL-1110-2-367, Interior Flood United States Army Corps of Engineers. The purpose is to make the data available to offices of the Corps of Engineers for use as a hydraulic design criteria. The program consists of interactive computer Certain design aids based on accepted theory, such as energy-depth curves, are included. 3 For constant hydraulic conditions, rock Toe Protection Design Md Dohte Proper volume of stone is crucial to success Assume The engineering and design publications provided in this library are the current and official documents of the Headquarters, U.S. Army Corps of Engineers. 228-2 228-2 228-3. Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. These documents are part of a larger Corps of Engineers document system maintained by HQUSACE. This guide presents procedures for the design analysis and criteria of design for improved channels that carry rapid and/or tranquil flows. 5. Hydraulic Design Criteria, Sheet 340-1, Flap Gates, Head Loss Coefficients. 3. This loose-leaf data-book is based on analyses of experimental investigations, model studies, and prototype observations. 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