United States Army Corps of Engineers. Hydraulic Design Criteria, Sheet 340-1, Flap Gates, Head Loss Coefficients. Determine the drainage area of the site, in mi2 (km2). CORPS OF ENGINEERS HYDRAULIC DESIGN CRITERIA VOLUME 1 TABLE OF CONTENTS (Continued) Chart No. The purpose is to make the data available to offices of the Corps of Engineers for use as a hydraulic design criteria. HEC-EFM Plotter is designed to help users view, navigate, and interpret output generated by HEC-EFM. U.S. Army Corps of Engineers, Office, Chief of Engineers (1991). United States Army Corps of Engineers. Determine the hydraulic design responsibility. Introduction United States Army Corps of Engineers. 5. 2 Riprap Protection Chapter 3. 3. 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. Environmental Laboratory. DESIGN PROCEDURES FOR HYDRAULIC STRUCTURES Tennessee Department of Transportation 1. ETL-1110-2-367, Interior Flood Certain design aids based on accepted theory, such as energy-depth curves, are included. 2. These documents are part of a larger Corps of Engineers document system maintained by HQUSACE. 6. Criteria Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. "Corps of Engineers Wetlands Delin-eation Manual," Technical Report Y-87-1, U.S. Army Engineer Water-ways Experiment Station, Vicksburg, MS. ETL 1110-2-584 30 June 2014 EXPIRES 30 JUNE 2019 Engineering and Design DESIGN OF HYDRAULIC STEEL STRUCTURES TABLE OF CONTENTS Paragraph Page Chapter 1. (1987). The program consists of interactive computer See below for details. Revised November 1987. (Continued) OUTLET WORKS - 200 228-1. United States Army Corps of Engineers Engineering Manual EM 1110-2-1601. HEC-EFM Plotter 3.0 is now available! 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. It presents theories and procedures in the hydraulic design of flood control channels, levees, and floodwalls. For additional document collections, visit the USACE Headquarters Publications website. Hydraulic design of flood control channels, EM 1110-2-1601, U.S. Government Printing Office, Washington The manuals, guides and specs should not be assumed to be applicable to work with any other Corps of Engineers District. 7. This loose-leaf data-book is based on analyses of experimental investigations, model studies, and prototype observations. This guide presents procedures for the design analysis and criteria of design for improved channels that carry rapid and/or tranquil flows. Available outputs are automatically imported as a series of"Standard Plots" for the flow regimes and relationships being analyzed in HEC-EFM. 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. 228-2 228-2 228-3. The preprocessor was developed to facilitate and standardize the creation of HEC-1 input files. The engineering and design publications provided in this library are the current and official documents of the Headquarters, U.S. Army Corps of Engineers. Flood Insurance Study and Maps. 10. Check for previous hydraulic studies at or near the site: A. DEPARTMENT OF THE ARMY ETL 1110-2-584 U.S. Army Corps of Engineers CECW-CE Washington, DC 20314-1000 Circular No. Corps of Engineers, TVA and F.E.M.A. 228-4 Feasibility Report, American River Watershed Investigation, California, December 1991. 3 ... – For constant hydraulic conditions, rock ... Toe Protection Design •Md Dohte – Proper volume of stone is crucial to success –Assume