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Home > Products > Downloads > Download RiverCAD
BOSS RiverCAD XP for AutoCAD
BOSS RiverCAD DocumentationUNET DocumentationFEMA Technical DocumentationManning's N Roughness Coefficient Technical DocumentationHydraulic Design Series (HDS)Hydraulic Engineering Circulars (HEC)Hydraulic ReportsAdditional Technical Documentation
WSP-2UNET v4.0 SoftwareUNET v3.2 SoftwareUNET Source Code
Riprap Channel Protection Design SoftwareHEC-DSS Programming UtilityUnit Conversion UtilityFile Comparison UtilityWSP2 to HEC-RAS Conversion UtilityTR-20 Rating Table ProgramHEC-RAS to UNET Conversion UtilityHEC2 <==> WSPRO Conversion ProgramDEM UtilitiesUSGS Digital Cartographic Data Viewer
Raster Image File Examples
RiverCAD XP for AutoCAD runs in AutoCAD, Land Desktop, and Civil 3D. To download the BOSS RiverCAD XP software program, check all of the boxes below and then click the "Download Selected" button. An e-mail will be sent to you with the download links.
To run BOSS RiverCAD in fully functioning mode, you need to get a password from BOSS International. A security string is required to generate the password. To get the security string, load BOSS RiverCAD, click on the "Modules" pull down menu and click on "Register." A Register dialog will be displayed and the security string will be displayed near the top of the dialog. Please write down the security string and contact BOSS International Technical Support. We can be reached at support@bossintl.com or 608-258-9910. Be sure to provide us with the security string, your name, company name, phone number, fax number, and complete address.
If you own a previous version of BOSS RiverCAD, version XP will not operate with your existing license. Therefore, a password or a hardware lock upgrade for version XP is necessary. Contact BOSS International for information on upgrading to BOSS RiverCAD XP.
Download RiverCAD XP for AutoCADFile Size: 96323121 bytesFile Date: Wed Apr 9 12:46:29 2008To install the complete RiverCAD software package, perform the following steps:Download the RiverCAD software package program and save it to a temporary directory (e.g., c:\temp).Run the RiverCAD installation program. This is RiverCADXP.EXE. In order to run the RiverCAD installation program, use Windows Explorer and locate the directory that contains the RiverCAD installation executable (e.g., c:\temp) and double-click on the RiverCADXP.EXE.Follow the installation instructions.Once RiverCAD has been successfully installed, the installation files can be safely deleted.Run RiverCAD. As part of the installation procedure a program group called BOSS RiverCAD XP will be created. Double-click on the BOSS RiverCAD XP icon to start up the program.
Download RiverCAD XP for AutoCADFile Size: 96323121 bytesFile Date: Wed Apr 9 12:46:29 2008
To install the complete RiverCAD software package, perform the following steps:Download the RiverCAD software package program and save it to a temporary directory (e.g., c:\temp).Run the RiverCAD installation program. This is RiverCADXP.EXE. In order to run the RiverCAD installation program, use Windows Explorer and locate the directory that contains the RiverCAD installation executable (e.g., c:\temp) and double-click on the RiverCADXP.EXE.Follow the installation instructions.Once RiverCAD has been successfully installed, the installation files can be safely deleted.Run RiverCAD. As part of the installation procedure a program group called BOSS RiverCAD XP will be created. Double-click on the BOSS RiverCAD XP icon to start up the program.
To download any of the following RiverCAD documents, check the box next to the documents and then click the "Download Selected" button. An e-mail will be sent to you with the download links. These documents are available in Adobe Acrobat PDF version 4.0 format.
Download RiverCAD 2000 Overview Guide (PDF File)Download RiverCAD 2000 Overview Guide (PDF File)File Size: 1789907 bytesFile Date: Fri Sep 22 09:43:34 2006This documentation is an overview on how to use RiverCAD 2000. This Overview Guide provides a detailed introduction to the main features and capabilities of RiverCAD 2000.Download RiverCAD 2000 User Manual, English (PDF File)Download RiverCAD 2000 User Manual, English (PDF File)File Size: 7426081 bytesFile Date: Fri Sep 22 09:41:52 2006This is the complete RiverCAD 2000 User Manual in English.Download RiverCAD 2000 User Manual, Spanish (PDF File)Download RiverCAD 2000 User Manual, Spanish (PDF File)File Size: 7489174 bytesFile Date: Fri Sep 22 09:49:05 2006This is the complete RiverCAD 2000 User Manual in Spanish.Download RiverCAD 2000 CAD User Manual (PDF File)Download RiverCAD 2000 CAD User Manual (PDF File)File Size: 1650997 bytesFile Date: Fri Sep 22 08:18:25 2006User documentation for the CAD interface and commands for RiverCAD 2000. Note that this documentation is not required to operate RiverCAD, but provides a complete description of the commands and functions which make up the CAD Drafting Module that is provided with RiverCAD. The CAD Drafting Module, contained in RiverCAD, provides all of the same functionality that AutoCAD provides.
Download RiverCAD 2000 Overview Guide (PDF File)Download RiverCAD 2000 Overview Guide (PDF File)File Size: 1789907 bytesFile Date: Fri Sep 22 09:43:34 2006
This documentation is an overview on how to use RiverCAD 2000. This Overview Guide provides a detailed introduction to the main features and capabilities of RiverCAD 2000.
Download RiverCAD 2000 User Manual, English (PDF File)Download RiverCAD 2000 User Manual, English (PDF File)File Size: 7426081 bytesFile Date: Fri Sep 22 09:41:52 2006
This is the complete RiverCAD 2000 User Manual in English.
Download RiverCAD 2000 User Manual, Spanish (PDF File)Download RiverCAD 2000 User Manual, Spanish (PDF File)File Size: 7489174 bytesFile Date: Fri Sep 22 09:49:05 2006
This is the complete RiverCAD 2000 User Manual in Spanish.
Download RiverCAD 2000 CAD User Manual (PDF File)Download RiverCAD 2000 CAD User Manual (PDF File)File Size: 1650997 bytesFile Date: Fri Sep 22 08:18:25 2006
User documentation for the CAD interface and commands for RiverCAD 2000. Note that this documentation is not required to operate RiverCAD, but provides a complete description of the commands and functions which make up the CAD Drafting Module that is provided with RiverCAD. The CAD Drafting Module, contained in RiverCAD, provides all of the same functionality that AutoCAD provides.
To download the following technical documents, check the box of the desired documents below and then click the "Download Selected" button. An e-mail will be sent to you with the download links. These documents are available in Adobe Acrobat 4.0 PDF format.
Download UNET Version 4.0 User's Manual (PDF File)Download UNET Version 4.0 User's Manual (PDF File)File Size: 3911023 bytesFile Date: Fri Sep 22 12:14:37 2006This reference manual provides the complete technical reference documentation for UNET Version 4.0.Download UNET Version 3.0 User's Manual (PDF File)Download UNET Version 3.0 User's Manual (PDF File)File Size: 27575336 bytesFile Date: Fri Sep 22 12:22:15 2006This reference manual provides the complete technical reference documentation for UNET.
Download UNET Version 4.0 User's Manual (PDF File)Download UNET Version 4.0 User's Manual (PDF File)File Size: 3911023 bytesFile Date: Fri Sep 22 12:14:37 2006
This reference manual provides the complete technical reference documentation for UNET Version 4.0.
Download UNET Version 3.0 User's Manual (PDF File)Download UNET Version 3.0 User's Manual (PDF File)File Size: 27575336 bytesFile Date: Fri Sep 22 12:22:15 2006
This reference manual provides the complete technical reference documentation for UNET.
To download the following FEMA technical documents, check the box of the desired documents and then click the "Download Selected" button. An e-mail will be sent to you with the download links. These documents are available in Adobe Acrobat PDF version 4.0 format.
Download FEMA Flood Insurance Study Guidelines and Specifications (PDF File)Download FEMA Flood Insurance Study Guidelines and Specifications (PDF File)File Size: 513134 bytesFile Date: Tue Mar 14 05:40:59 2006The Federal Emergency Management Agency (FEMA) has compiled the Flood Insurance Study Guidelines and Specifications for Study Contractors to define technical policy and procedures to be followed in the preparation of FIS, restudies, and LMMP projects. Adherence to these guidelines is required in the Contract Statement of Work. Performance in accordance with these guidelines is required of any contractor preparing a FIS, restudy, or revision unless otherwise specified in the contract.Download FEMA Q3 Flood Data User Guide (PDF File)Download FEMA Q3 Flood Data User Guide (PDF File)File Size: 295927 bytesFile Date: Fri Sep 22 12:08:47 2006This document is intended to provide the user of Q3 Flood Data produced by the Federal Emergency Management Agency (FEMA) with an overview of the data files. Additional information in greater depth may be found in the Q3 Flood Data Specifications document.Download FEMA Q3 Flood Data Specifications (PDF File)Download FEMA Q3 Flood Data Specifications (PDF File)File Size: 319975 bytesFile Date: Fri Sep 22 12:08:41 2006This document is intended to provide the user of Q3 Flood Data with detailed information regarding the contents of the Q3 Flood Data files. An overview of the Q3 Flood Data product maybe found in the Q3 Flood Data User Guide.Download FEMA Q3 Flood Data Specifications, draft document, March 1996 (PDF File)Download FEMA Q3 Flood Data Specifications, draft document, March 1996 (PDF File)File Size: 533612 bytesFile Date: Tue Mar 14 05:48:44 2006This document is intended to provide the user of Q3 Flood Data with detailed information regarding the contents of the Q3 Flood Data files. Q3 Flood Data are developed by scanning the existing hardcopy FIRM to create a raster product suitable for viewing or printing and vectorizing a thematic overlay of flood risks. Vector Q3 Flood Data files contain only certain features from the existing hardcopy FIRM.
Download FEMA Flood Insurance Study Guidelines and Specifications (PDF File)Download FEMA Flood Insurance Study Guidelines and Specifications (PDF File)File Size: 513134 bytesFile Date: Tue Mar 14 05:40:59 2006
The Federal Emergency Management Agency (FEMA) has compiled the Flood Insurance Study Guidelines and Specifications for Study Contractors to define technical policy and procedures to be followed in the preparation of FIS, restudies, and LMMP projects. Adherence to these guidelines is required in the Contract Statement of Work. Performance in accordance with these guidelines is required of any contractor preparing a FIS, restudy, or revision unless otherwise specified in the contract.
Download FEMA Q3 Flood Data User Guide (PDF File)Download FEMA Q3 Flood Data User Guide (PDF File)File Size: 295927 bytesFile Date: Fri Sep 22 12:08:47 2006
This document is intended to provide the user of Q3 Flood Data produced by the Federal Emergency Management Agency (FEMA) with an overview of the data files. Additional information in greater depth may be found in the Q3 Flood Data Specifications document.
Download FEMA Q3 Flood Data Specifications (PDF File)Download FEMA Q3 Flood Data Specifications (PDF File)File Size: 319975 bytesFile Date: Fri Sep 22 12:08:41 2006
This document is intended to provide the user of Q3 Flood Data with detailed information regarding the contents of the Q3 Flood Data files. An overview of the Q3 Flood Data product maybe found in the Q3 Flood Data User Guide.
Download FEMA Q3 Flood Data Specifications, draft document, March 1996 (PDF File)Download FEMA Q3 Flood Data Specifications, draft document, March 1996 (PDF File)File Size: 533612 bytesFile Date: Tue Mar 14 05:48:44 2006
This document is intended to provide the user of Q3 Flood Data with detailed information regarding the contents of the Q3 Flood Data files. Q3 Flood Data are developed by scanning the existing hardcopy FIRM to create a raster product suitable for viewing or printing and vectorizing a thematic overlay of flood risks. Vector Q3 Flood Data files contain only certain features from the existing hardcopy FIRM.
Download Manning's Roughness Coefficient Guide #1 (PDF File)Download Manning's Roughness Coefficient Guide #1 (PDF File)File Size: 3593796 bytesFile Date: Fri Sep 22 09:36:11 2006This PDF file contains documentation on how to select Manning's Roughness Coefficient. Most hydraulic computations related to indirect estimates of discharge require an evaluation of the roughness characteristics of the channel. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.Download Manning's Roughness Coefficient Guide #2 (PDF File)Download Manning's Roughness Coefficient Guide #2 (PDF File)File Size: 5283414 bytesFile Date: Fri Sep 22 12:08:34 2006Most hydraulic computations related to indirect estimates of discharge require an evaluation of the roughness characteristics of the channel. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.Download Manning's Roughness Coefficient Guide #3 (PDF File)Download Manning's Roughness Coefficient Guide #3 (PDF File)File Size: 6551792 bytesFile Date: Wed Jul 18 12:28:04 2007This PDF file contains documentation on how to select Manning's Roughness Coefficient. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.
Download Manning's Roughness Coefficient Guide #1 (PDF File)Download Manning's Roughness Coefficient Guide #1 (PDF File)File Size: 3593796 bytesFile Date: Fri Sep 22 09:36:11 2006
This PDF file contains documentation on how to select Manning's Roughness Coefficient. Most hydraulic computations related to indirect estimates of discharge require an evaluation of the roughness characteristics of the channel. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.
Download Manning's Roughness Coefficient Guide #2 (PDF File)Download Manning's Roughness Coefficient Guide #2 (PDF File)File Size: 5283414 bytesFile Date: Fri Sep 22 12:08:34 2006
Most hydraulic computations related to indirect estimates of discharge require an evaluation of the roughness characteristics of the channel. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.
Download Manning's Roughness Coefficient Guide #3 (PDF File)Download Manning's Roughness Coefficient Guide #3 (PDF File)File Size: 6551792 bytesFile Date: Wed Jul 18 12:28:04 2007
This PDF file contains documentation on how to select Manning's Roughness Coefficient. This document contains photographs and data for a wide range of channel conditions that can be used to select roughness coefficients for other natural channels.
Download HDS 1 Documentation (PDF file)Download HDS 1 Documentation (PDF file)File Size: 4853209 bytesFile Date: Sun Apr 27 02:03:50 2003This is the HDS 1 document entitled "Hydraulics of Bridge Waterways", March 1978, FHWA EPD-86-101. This document intends to provide a means of determining the effect of a given bridge upon the flow of a stream.Download HDS 2 Documentation (PDF file)Download HDS 2 Documentation (PDF file)File Size: 9424323 bytesFile Date: Thu Mar 20 15:15:47 2003This is the HDS 2 document entitled "Highway Hydrology", September 1996, Metric version, FHWA SA-96-067. The purpose of this manual is to present some of the principles and techniques of using modern hydrology to obtain functionally acceptable solutions that can form the basis for the design of highway drainage structures.Download HDS 2 Documentation (PDF file)Download HDS 2 Documentation (PDF file)File Size: 2475792 bytesFile Date: Fri Sep 22 08:21:43 2006This is the HDS 2 document entitled "Peak Rates of Runoff from Small Watersheds", April 1961. This publication reports a research study of peak rates of runoff from small watersheds, and the practical application of the results of that research.Download HDS 3 Documentation (PDF file)Download HDS 3 Documentation (PDF file)File Size: 11068116 bytesFile Date: Thu Mar 20 15:27:08 2003This is the HDS 3 document entitled "Design Charts for Open-Channel Flow", August 1961, FHWA EPD-86-102. This document contains charts which provide direct solution of the Manning equation for uniform flow in open prismatic channels of various cross sections, instructions for using the charts, a table of recommended values of n in the Manning equation, tables of permissible velocities in earth and vegetated channels, instructions for constructing charts similar to those presented, and a nomograph for use in the solution of the Manning equation.Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 2521447 bytesFile Date: Fri Sep 22 08:23:27 2006This is the HDS 4 document entitled "Design of Roadside Channels", May 1965, FHWA EPD-86-102. Roadside drainage channels perform the vital function of diverting or removing surface water from the highway right-of-way. They should provide the most efficient disposal system consistent with cost, importance of the road, economy of maintenance, and legal requirements. One standard channel win rarely provide the most satisfactory drainage for all sections of a highway, although it might be adequate for most locations. Thus, the design engineer needs procedures for designing various types of channels. This publication discusses flow in roadside drainage channels, estimation of peak discharges from small areas, prevention of channel erosion, and presents methods for the design of drainage channels required to remove runoff from the area immediately adjacent to the highway.Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 4746760 bytesFile Date: Fri Sep 22 08:27:02 2006This is the HDS 4 document entitled "Introduction to Highway Hydraulics", June 1997, Metric Version, HI-97-028. This publication is an update of the 1965 document "Design of Roadside Drainage Channels" that includes discussion of closed conduit facilities and energy dissipators as well as open channel hydraulics.Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 4734409 bytesFile Date: Fri Sep 22 07:59:15 2006This is the HDS 4 document entitled "Introduction to Highway Hydraulics", August 2001, FHWA NHI-01-019. This publication is an update of the 1997 edition and now includes dual units (SI and English).Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 5533871 bytesFile Date: Tue Mar 14 05:42:38 2006This HDS 5 document, "Hydraulic Design of Highway Culverts", September 1985, FHWA IP-85-15, provides comprehensive culvert design material. Culvert design methods are presented for both conventional culverts and culverts with inlet improvements. Storage routing techniques are included which permit the designer to account for ponding effects upstream of the culvert. Unique culvert applications, erosion and sediment control, debris control, structural aspects, and long span culverts are discussed. Inlet control, outlet control, and critical depth design charts, are included for a variety of culvert sizes, and shapes, and materials. Dimensionless culvert design charts are also provided for the design of culverts.Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 13098491 bytesFile Date: Fri Sep 22 08:35:58 2006This is the HDS 5 document, "Hydraulic Design of Highway Culverts", 2000, FHWA IF-00-22.Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 13193641 bytesFile Date: Fri Sep 22 08:08:30 2006This is the HDS 5 document, "Hydraulic Design of Highway Culverts, Second Edition", FHWA NHI-01-020. The second edition corrects minor errors and provides both SI and English units for all equations and design charts.Download HDS 6 Documentation (PDF File)Download HDS 6 Documentation (PDF File)This HDS 6 document, "River Engineering for Highway Encroachments", December 2001, FHWA NHI-01-004, has proven to be a singularly authoritative document for the design of highway associated hydraulic structures in moveable boundary waterways. The major topics are: sediment transport, natural and human induced causes of waterway response, stream stabilization (bed and banks), hydraulic modeling and computer applications, and countermeasures. Case histories of typical human and natural impacts on waterways are analyzed.
Download HDS 1 Documentation (PDF file)Download HDS 1 Documentation (PDF file)File Size: 4853209 bytesFile Date: Sun Apr 27 02:03:50 2003
This is the HDS 1 document entitled "Hydraulics of Bridge Waterways", March 1978, FHWA EPD-86-101. This document intends to provide a means of determining the effect of a given bridge upon the flow of a stream.
Download HDS 2 Documentation (PDF file)Download HDS 2 Documentation (PDF file)File Size: 9424323 bytesFile Date: Thu Mar 20 15:15:47 2003
This is the HDS 2 document entitled "Highway Hydrology", September 1996, Metric version, FHWA SA-96-067. The purpose of this manual is to present some of the principles and techniques of using modern hydrology to obtain functionally acceptable solutions that can form the basis for the design of highway drainage structures.
Download HDS 2 Documentation (PDF file)Download HDS 2 Documentation (PDF file)File Size: 2475792 bytesFile Date: Fri Sep 22 08:21:43 2006
This is the HDS 2 document entitled "Peak Rates of Runoff from Small Watersheds", April 1961. This publication reports a research study of peak rates of runoff from small watersheds, and the practical application of the results of that research.
Download HDS 3 Documentation (PDF file)Download HDS 3 Documentation (PDF file)File Size: 11068116 bytesFile Date: Thu Mar 20 15:27:08 2003
This is the HDS 3 document entitled "Design Charts for Open-Channel Flow", August 1961, FHWA EPD-86-102. This document contains charts which provide direct solution of the Manning equation for uniform flow in open prismatic channels of various cross sections, instructions for using the charts, a table of recommended values of n in the Manning equation, tables of permissible velocities in earth and vegetated channels, instructions for constructing charts similar to those presented, and a nomograph for use in the solution of the Manning equation.
Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 2521447 bytesFile Date: Fri Sep 22 08:23:27 2006
This is the HDS 4 document entitled "Design of Roadside Channels", May 1965, FHWA EPD-86-102. Roadside drainage channels perform the vital function of diverting or removing surface water from the highway right-of-way. They should provide the most efficient disposal system consistent with cost, importance of the road, economy of maintenance, and legal requirements. One standard channel win rarely provide the most satisfactory drainage for all sections of a highway, although it might be adequate for most locations. Thus, the design engineer needs procedures for designing various types of channels. This publication discusses flow in roadside drainage channels, estimation of peak discharges from small areas, prevention of channel erosion, and presents methods for the design of drainage channels required to remove runoff from the area immediately adjacent to the highway.
Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 4746760 bytesFile Date: Fri Sep 22 08:27:02 2006
This is the HDS 4 document entitled "Introduction to Highway Hydraulics", June 1997, Metric Version, HI-97-028. This publication is an update of the 1965 document "Design of Roadside Drainage Channels" that includes discussion of closed conduit facilities and energy dissipators as well as open channel hydraulics.
Download HDS 4 Documentation (PDF File)Download HDS 4 Documentation (PDF File)File Size: 4734409 bytesFile Date: Fri Sep 22 07:59:15 2006
This is the HDS 4 document entitled "Introduction to Highway Hydraulics", August 2001, FHWA NHI-01-019. This publication is an update of the 1997 edition and now includes dual units (SI and English).
Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 5533871 bytesFile Date: Tue Mar 14 05:42:38 2006
This HDS 5 document, "Hydraulic Design of Highway Culverts", September 1985, FHWA IP-85-15, provides comprehensive culvert design material. Culvert design methods are presented for both conventional culverts and culverts with inlet improvements. Storage routing techniques are included which permit the designer to account for ponding effects upstream of the culvert. Unique culvert applications, erosion and sediment control, debris control, structural aspects, and long span culverts are discussed. Inlet control, outlet control, and critical depth design charts, are included for a variety of culvert sizes, and shapes, and materials. Dimensionless culvert design charts are also provided for the design of culverts.
Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 13098491 bytesFile Date: Fri Sep 22 08:35:58 2006
This is the HDS 5 document, "Hydraulic Design of Highway Culverts", 2000, FHWA IF-00-22.
Download HDS 5 Documentation (PDF File)Download HDS 5 Documentation (PDF File)File Size: 13193641 bytesFile Date: Fri Sep 22 08:08:30 2006
This is the HDS 5 document, "Hydraulic Design of Highway Culverts, Second Edition", FHWA NHI-01-020. The second edition corrects minor errors and provides both SI and English units for all equations and design charts.
Download HDS 6 Documentation (PDF File)Download HDS 6 Documentation (PDF File)
This HDS 6 document, "River Engineering for Highway Encroachments", December 2001, FHWA NHI-01-004, has proven to be a singularly authoritative document for the design of highway associated hydraulic structures in moveable boundary waterways. The major topics are: sediment transport, natural and human induced causes of waterway response, stream stabilization (bed and banks), hydraulic modeling and computer applications, and countermeasures. Case histories of typical human and natural impacts on waterways are analyzed.
Download HEC 1 Documentation (PDF File)Download HEC 1 Documentation (PDF File)File Size: 226880 bytesFile Date: Fri Sep 22 08:36:09 2006This HEC 1 document, "Selected Bibliography of Hydraulic and Hydraulic Subjects", FHWA EPD-86-104 is a bibliography compiled to assist highway engineers in securing current and authoritative publications on hydraulic and hydrologic subjects.Download HEC-2 Island Split Flow Example (PDF File)Download HEC-2 Island Split Flow Example (PDF File)File Size: 148187 bytesFile Date: Fri Sep 22 12:11:32 2006There are many types of split flow situations that can occur in a river. The following is a list of the more commonly encountered split flow situations:Split flows caused by islands or high ground dividing the flow.Split flows caused by levee overtopping.Split flows caused by watershed divide overtopping.Split flows caused by diversion structures.The HEC-2 split flow option is capable of analyzing all of the above split flow situations except for bifurcation of flow at islands or high ground. In addition, HEC-RAS cannot model any of the above split flow situations.This document describes how to model the bifurcation of flow at an island using HEC-2 (or HEC-RAS) and a graphical interpolation method. This interpolation method can be used whenever flow is separated into two or more channels. For example, this method can be used to model divided flow when there are multiple bridge openings at a roadway crossing (when the conveyance is separated among the bridge openings).Download HEC 5 Documentation (PDF File)Download HEC 5 Documentation (PDF File)File Size: 4823296 bytesFile Date: Fri Sep 22 08:39:31 2006This is the HEC 5 document, "Hydraulic Charts for the Selection of Highway Culverts", FHWA EPD-86-105. Designing highway culverts involves many factors including estimating flood peaks, hydraulic performance, structural adequacy, and overall construction and maintenance costs. This circular contains a brief discussion of the hydraulics of conventional culverts and charts for selecting a culvert size for a given set of conditions, as well as instructions for using the charts.Download HEC-6 User Manual (PDF File)Download HEC-6 User Manual (PDF File)File Size: 2543253 bytesFile Date: Fri Sep 22 12:07:01 2006This document contains the complete HEC-6 documentation. HEC-6 is a one-dimensional sediment transport model, and can calculate water surface and sediment bed surface profiles in the stream bed and the flowing water-sediment mixture.Download Guidelines for the Calibration and Application of HEC-6, Technical Document TD-13 (PDF File)Download Guidelines for the Calibration and Application of HEC-6, Technical Document TD-13 (PDF File)File Size: 1349943 bytesFile Date: Fri Sep 22 12:11:55 2006This document contains the guidelines for the calibration and application of HEC-6. This is a supplement to the HEC-6 User Manual. This document has substantial new material since the publication of the HEC-6 User Manual.Download HEC 9 Documentation (PDF File)Download HEC 9 Documentation (PDF File)File Size: 2141331 bytesFile Date: Fri Sep 22 08:40:59 2006This PDF technical document, "Debris Control Structures", FHWA EPD-86-106, discusses water-borne debris problems and structures used for controlling debris. An accumulation of debris at inlets of highway drainage structures is a frequent cause of unsatisfactory performance or malfunction. This accumulation may result in failure of the drainage structure, or overtopping of the roadway by flood water, or possible damage to the roadway and other property. Consideration of the need for debris-control structures should be an essential part of all hydraulic structure designs. This PDF technical document emphasizes on culverts because their relatively limited waterway area is subject to clogging by retention of debris at the inlet.In this PDF technical document a system of classifying the type of debris expected from any drainage basin is followed by a list of types of debris-control structures. The basis for choosing the type of control structure is given and details of design are discussed.Download HEC 10 Documentation (PDF File)Download HEC 10 Documentation (PDF File)File Size: 3510314 bytesFile Date: Fri Sep 22 08:43:22 2006This is the HEC 10 document "Capacity Charts for the Hydraulic Design of Highway Culverts", FHWA EPD-86-105, November 1972. Since hydraulic capacity is one of the most important factors in the design of a highway culvert, simple methods for making this determination are needed. This circular contains a series of hydraulic capacity charts which permit the direct selection of a culvert size for a particular site without making detailed computations.Download HEC 11 Documentation (PDF file)Download HEC 11 Documentation (PDF file)File Size: 3713101 bytesFile Date: Thu Mar 20 15:33:20 2003This is the HEC 11 document entitled "Design of Riprap Revetment", Metric Version, FHWA IF-00-022. It includes discussions on recognizing erosion potential, erosion mechanisms, riprap failure modes and riprap types. Design concepts included are: design discharge, flow types, channel geometry, flow resistance, extent of protection, and toe depth. Detailed design guidelines are presented for rock riprap, and design procedures are summarized in charts and examples. Design guidance is also presented for wire-enclosed rock, precast concrete blocks, and concrete paved linings.Download HEC 11 Documentation (PDF file)Download HEC 11 Documentation (PDF file)File Size: 13537313 bytesFile Date: Sat Aug 19 03:06:21 2006This is the HEC 11 document entitled "Design of Riprap Revetment", March 1989, FHWA IP-89-016.Download HEC 12 Documentation (PDF file)Download HEC 12 Documentation (PDF file)File Size: 5058591 bytesFile Date: Fri Sep 22 08:46:45 2006This is the HEC 12 document entitled "Drainage of Highway Pavements", FHWA TS-84-202, March 1984. This circular considers the removal of storm water from highway pavement surfaces and median areas. It discusses roadway geometry as it affects pavement drainage, estimation of storm water runoff for inlet design, and flow in curbed gutter sections. It also includes a discussion of types of inlets, factors affecting inlet interception capacity, inlet interception capacity comparisons and design charts. It also discusses median, embankment and bridge inlets, procedures for developing design charts for parabolic roadway sections and for standard inlet configurations and cross slopes.Download HEC 13 Documentation (PDF file)Download HEC 13 Documentation (PDF file)File Size: 3395858 bytesFile Date: Fri Sep 22 08:49:04 2006This is the HEC 13 document entitled "Hydraulic Design of Improved Inlets for Culverts", FHWA EPD-86-109, August 1972. This document gives a short review of conventional culvert hydraulics, discusses types of improved inlets, and presents design procedures for box and pipe culverts with improved entrances.Download HEC 14 Documentation (PDF file)Download HEC 14 Documentation (PDF file)File Size: 6719618 bytesFile Date: Thu Mar 20 15:40:15 2003This is the HEC 14 document entitled "Hydraulic Design of Energy Dissipators for Culverts and Channels", September 1983, Metric Version. It provides design information for analyzing dissipation problems at culvert outlets and in open channels. Design chapters cover the general types of dissipaters: hydraulic Jump, forced hydraulic jump, impact, drop structure, and riprap.Download HEC 14 Documentation (PDF file)Download HEC 14 Documentation (PDF file)File Size: 25954465 bytesFile Date: Sat Aug 19 03:16:02 2006This is the HEC 14 document entitled "Hydraulic Design of Energy Dissipators for Culverts and Channels", September 1983, FHWA EPD-86-110.Download HEC 15 Documentation (PDF file)Download HEC 15 Documentation (PDF file)File Size: 2933014 bytesFile Date: Thu Mar 20 15:43:39 2003This is the HEC 15 document entitled "Design of Roadside Channels with Flexible Linings", April 1988, Metric Version. It provides design procedures for several types of flexible linings. Special design procedures are presented for composite channels and channels with steep gradients. The design procedures are based on the concept of maximum permissible tractive force. Methods for determination of hydraulic resistance and permissible shear stress for individual linings are presented. Nomographs are provided for solution of uniform flow conditions in trapezoidal channels and determination of resistance characteristics for vegetation and permissible shear stress for soils.Download HEC 15 Documentation (PDF file)Download HEC 15 Documentation (PDF file)File Size: 8403407 bytesFile Date: Sat Aug 19 03:08:38 2006This is the HEC 15 document entitled "Design of Roadside Channels with Flexible Linings", April 1988, FHWA IP-87-7.Download HEC 16 Documentation (PDF file)Download HEC 16 Documentation (PDF file)File Size: 1160415 bytesFile Date: Fri Sep 22 08:49:52 2006This is the HEC 16 document entitled "Addendum to Highways in the River Environment/Hydraulic and Environmental Design Considerations", FHWA EPD-86-116, July 1980.Download HEC 17 Documentation (PDF file)Download HEC 17 Documentation (PDF file)File Size: 3702281 bytesFile Date: Thu Mar 20 15:48:05 2003This is the HEC 17 document entitled "The Design of Encroachments on Flood Plains using Risk Analysis", April 1981, FHWA EPD-86-112. The purpose of this manual is to provide guidance in the application of the least total expected cost (LTEC) design decision-making process in the design of flood plain encroachments.Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 26788280 bytesFile Date: Fri Sep 22 11:30:50 2006This HEC 18 document is entitled "Evaluating Scour at Bridges", FHWA NHI 01-001, May 2001, Fourth Edition. This document is provided by the Federal Highway Administration (FHWA) to provide guidance in:Designing new and replacement bridges to resist scour.Evaluating existing bridges for vulnerability to scour.Inspecting bridges for scour.Providing scour counter-measures.Improving the state-of-practice of estimating scour at bridges.Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 3802055 bytesFile Date: Fri Sep 22 11:31:53 2006This HEC 18 document is "Evaluating Scour at Bridges", FHWA IP-90-017, November 1995, Third Edition, Metric Version.Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 5190334 bytesFile Date: Fri Sep 22 11:23:26 2006This HEC 18 document is "Evaluating Scour at Bridges", FHWA IP-90-017, November 1995, Third Edition.Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 5231735 bytesFile Date: Fri Sep 22 08:53:30 2006This is the HEC 18 document, "Evaluating Scour at Bridges", FHWA IP-90-017, February 1993.Download HEC 19 Document (PDF File)Download HEC 19 Document (PDF File)File Size: 7731779 bytesFile Date: Fri Sep 22 08:59:00 2006This HEC 19 document is entitled "Hydrology", FHWA IP-84-15, October 1984. By application of the principles and methods of modern hydrology, it is possible to obtain solutions which are functionally acceptable and form the basis for the design of highway drainage structures. This manual presents some of these principles and techniques and explains their uses by illustrative examples. It also discusses basic hydrologic concepts and hydrologic analysis as it relates to the highway stream crossing problem.Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 42831075 bytesFile Date: Fri Sep 22 11:44:30 2006This is the HEC 20 document entitled "Stream Stability at Highway Structures", Third Edition, FHWA NHI 01-002. This document provides guidelines for identifying stream instability problems at highway-stream crossings and for the selection and design of appropriate countermeasures to mitigate potential flood damages to bridges and other highway components at stream crossings.Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 3267610 bytesFile Date: Fri Sep 22 09:03:32 2006This is the HEC 20 document entitled "Stream Stability at Highway Structures", Second Edition, FHWA HI-96-032, November 1995.Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 2996626 bytesFile Date: Fri Sep 22 09:01:12 2006This is the HEC 20 document entitled "Stream Stability at Highway Structures", FHWA IP-90-014, February 1991.Download HEC 21 Documentation (PDF File)Download HEC 21 Documentation (PDF File)File Size: 2303211 bytesFile Date: Mon Jan 30 11:00:46 2006This is the HEC 21 document entitled "Bridge Deck Drainage Systems", May 1993, FHWA SA-92-010. The objective of this manual is to support sound, economic, and low maintenance design for bridge deck and bridge end drainage facilities. The manual provides guidelines and procedures for designing bridge deck drainage systems, accompanied with illustrative and practical examples.Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 5868533 bytesFile Date: Fri Sep 22 08:12:30 2006This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA NHI-01-021, August 2001. It provides a comprehensive and practical guide for the design of storm drainage systems associated with transportation facilities. Design guidance is provided for the design of storm drainage systems which collect, convey, and discharge stormwater flowing within and along the highway right-or-way. Methods and procedures are given for the hydraulic design of storm drainage systems. Design methods are presented for evaluating rainfall and runoff magnitude, pavement drainage, gutter flow, inlet design, median and roadside ditch flow, structure design, and storm drain piping. Procedures for the design of retention facilities and stormwater pump stations are also presented, along with a review of urban water quality practices. A summary of related public domain computer programs is also provided.Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 9079219 bytesFile Date: Fri Sep 22 09:10:01 2006This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA SA-96-078, November 1996, Metric Version.Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 10653450 bytesFile Date: Tue Mar 14 05:46:44 2006This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA SA-96-078, November 1996.Download HEC 23 Documentation (PDF File)Download HEC 23 Documentation (PDF File)File Size: 71356307 bytesFile Date: Fri Sep 22 12:05:50 2006This is the HEC 23 document entitled "Bridge Scour and Stream Instability Counter-measures Experience, Selection, and Design Guidance", Second Edition, FHWA NHI 01-003, March 2001. This document identifies bridge scour and stream instability countermeasures that have been instrumented by various SHAs to protect bridges in the United States. It develops a matrix which summarizes countermeasure application and use through the United States and provides design guidelines for several countermeasures which have been applied successfully on a state or regional basis, but for which only limited design references are available.Download HEC 23 Documentation (PDF File)Download HEC 23 Documentation (PDF File)File Size: 2946998 bytesFile Date: Fri Sep 22 09:12:07 2006This is the HEC 23 document entitled "Bridge Scour and Stream Instability Counter-measures", FHWA HI-97-030, July 1997.
Download HEC 1 Documentation (PDF File)Download HEC 1 Documentation (PDF File)File Size: 226880 bytesFile Date: Fri Sep 22 08:36:09 2006
This HEC 1 document, "Selected Bibliography of Hydraulic and Hydraulic Subjects", FHWA EPD-86-104 is a bibliography compiled to assist highway engineers in securing current and authoritative publications on hydraulic and hydrologic subjects.
Download HEC-2 Island Split Flow Example (PDF File)Download HEC-2 Island Split Flow Example (PDF File)File Size: 148187 bytesFile Date: Fri Sep 22 12:11:32 2006
There are many types of split flow situations that can occur in a river. The following is a list of the more commonly encountered split flow situations:Split flows caused by islands or high ground dividing the flow.Split flows caused by levee overtopping.Split flows caused by watershed divide overtopping.Split flows caused by diversion structures.The HEC-2 split flow option is capable of analyzing all of the above split flow situations except for bifurcation of flow at islands or high ground. In addition, HEC-RAS cannot model any of the above split flow situations.This document describes how to model the bifurcation of flow at an island using HEC-2 (or HEC-RAS) and a graphical interpolation method. This interpolation method can be used whenever flow is separated into two or more channels. For example, this method can be used to model divided flow when there are multiple bridge openings at a roadway crossing (when the conveyance is separated among the bridge openings).
The HEC-2 split flow option is capable of analyzing all of the above split flow situations except for bifurcation of flow at islands or high ground. In addition, HEC-RAS cannot model any of the above split flow situations.
This document describes how to model the bifurcation of flow at an island using HEC-2 (or HEC-RAS) and a graphical interpolation method. This interpolation method can be used whenever flow is separated into two or more channels. For example, this method can be used to model divided flow when there are multiple bridge openings at a roadway crossing (when the conveyance is separated among the bridge openings).
Download HEC 5 Documentation (PDF File)Download HEC 5 Documentation (PDF File)File Size: 4823296 bytesFile Date: Fri Sep 22 08:39:31 2006
This is the HEC 5 document, "Hydraulic Charts for the Selection of Highway Culverts", FHWA EPD-86-105. Designing highway culverts involves many factors including estimating flood peaks, hydraulic performance, structural adequacy, and overall construction and maintenance costs. This circular contains a brief discussion of the hydraulics of conventional culverts and charts for selecting a culvert size for a given set of conditions, as well as instructions for using the charts.
Download HEC-6 User Manual (PDF File)Download HEC-6 User Manual (PDF File)File Size: 2543253 bytesFile Date: Fri Sep 22 12:07:01 2006
This document contains the complete HEC-6 documentation. HEC-6 is a one-dimensional sediment transport model, and can calculate water surface and sediment bed surface profiles in the stream bed and the flowing water-sediment mixture.
Download Guidelines for the Calibration and Application of HEC-6, Technical Document TD-13 (PDF File)Download Guidelines for the Calibration and Application of HEC-6, Technical Document TD-13 (PDF File)File Size: 1349943 bytesFile Date: Fri Sep 22 12:11:55 2006
This document contains the guidelines for the calibration and application of HEC-6. This is a supplement to the HEC-6 User Manual. This document has substantial new material since the publication of the HEC-6 User Manual.
Download HEC 9 Documentation (PDF File)Download HEC 9 Documentation (PDF File)File Size: 2141331 bytesFile Date: Fri Sep 22 08:40:59 2006
This PDF technical document, "Debris Control Structures", FHWA EPD-86-106, discusses water-borne debris problems and structures used for controlling debris. An accumulation of debris at inlets of highway drainage structures is a frequent cause of unsatisfactory performance or malfunction. This accumulation may result in failure of the drainage structure, or overtopping of the roadway by flood water, or possible damage to the roadway and other property. Consideration of the need for debris-control structures should be an essential part of all hydraulic structure designs. This PDF technical document emphasizes on culverts because their relatively limited waterway area is subject to clogging by retention of debris at the inlet.In this PDF technical document a system of classifying the type of debris expected from any drainage basin is followed by a list of types of debris-control structures. The basis for choosing the type of control structure is given and details of design are discussed.
In this PDF technical document a system of classifying the type of debris expected from any drainage basin is followed by a list of types of debris-control structures. The basis for choosing the type of control structure is given and details of design are discussed.
Download HEC 10 Documentation (PDF File)Download HEC 10 Documentation (PDF File)File Size: 3510314 bytesFile Date: Fri Sep 22 08:43:22 2006
This is the HEC 10 document "Capacity Charts for the Hydraulic Design of Highway Culverts", FHWA EPD-86-105, November 1972. Since hydraulic capacity is one of the most important factors in the design of a highway culvert, simple methods for making this determination are needed. This circular contains a series of hydraulic capacity charts which permit the direct selection of a culvert size for a particular site without making detailed computations.
Download HEC 11 Documentation (PDF file)Download HEC 11 Documentation (PDF file)File Size: 3713101 bytesFile Date: Thu Mar 20 15:33:20 2003
This is the HEC 11 document entitled "Design of Riprap Revetment", Metric Version, FHWA IF-00-022. It includes discussions on recognizing erosion potential, erosion mechanisms, riprap failure modes and riprap types. Design concepts included are: design discharge, flow types, channel geometry, flow resistance, extent of protection, and toe depth. Detailed design guidelines are presented for rock riprap, and design procedures are summarized in charts and examples. Design guidance is also presented for wire-enclosed rock, precast concrete blocks, and concrete paved linings.
Download HEC 11 Documentation (PDF file)Download HEC 11 Documentation (PDF file)File Size: 13537313 bytesFile Date: Sat Aug 19 03:06:21 2006
This is the HEC 11 document entitled "Design of Riprap Revetment", March 1989, FHWA IP-89-016.
Download HEC 12 Documentation (PDF file)Download HEC 12 Documentation (PDF file)File Size: 5058591 bytesFile Date: Fri Sep 22 08:46:45 2006
This is the HEC 12 document entitled "Drainage of Highway Pavements", FHWA TS-84-202, March 1984. This circular considers the removal of storm water from highway pavement surfaces and median areas. It discusses roadway geometry as it affects pavement drainage, estimation of storm water runoff for inlet design, and flow in curbed gutter sections. It also includes a discussion of types of inlets, factors affecting inlet interception capacity, inlet interception capacity comparisons and design charts. It also discusses median, embankment and bridge inlets, procedures for developing design charts for parabolic roadway sections and for standard inlet configurations and cross slopes.
Download HEC 13 Documentation (PDF file)Download HEC 13 Documentation (PDF file)File Size: 3395858 bytesFile Date: Fri Sep 22 08:49:04 2006
This is the HEC 13 document entitled "Hydraulic Design of Improved Inlets for Culverts", FHWA EPD-86-109, August 1972. This document gives a short review of conventional culvert hydraulics, discusses types of improved inlets, and presents design procedures for box and pipe culverts with improved entrances.
Download HEC 14 Documentation (PDF file)Download HEC 14 Documentation (PDF file)File Size: 6719618 bytesFile Date: Thu Mar 20 15:40:15 2003
This is the HEC 14 document entitled "Hydraulic Design of Energy Dissipators for Culverts and Channels", September 1983, Metric Version. It provides design information for analyzing dissipation problems at culvert outlets and in open channels. Design chapters cover the general types of dissipaters: hydraulic Jump, forced hydraulic jump, impact, drop structure, and riprap.
Download HEC 14 Documentation (PDF file)Download HEC 14 Documentation (PDF file)File Size: 25954465 bytesFile Date: Sat Aug 19 03:16:02 2006
This is the HEC 14 document entitled "Hydraulic Design of Energy Dissipators for Culverts and Channels", September 1983, FHWA EPD-86-110.
Download HEC 15 Documentation (PDF file)Download HEC 15 Documentation (PDF file)File Size: 2933014 bytesFile Date: Thu Mar 20 15:43:39 2003
This is the HEC 15 document entitled "Design of Roadside Channels with Flexible Linings", April 1988, Metric Version. It provides design procedures for several types of flexible linings. Special design procedures are presented for composite channels and channels with steep gradients. The design procedures are based on the concept of maximum permissible tractive force. Methods for determination of hydraulic resistance and permissible shear stress for individual linings are presented. Nomographs are provided for solution of uniform flow conditions in trapezoidal channels and determination of resistance characteristics for vegetation and permissible shear stress for soils.
Download HEC 15 Documentation (PDF file)Download HEC 15 Documentation (PDF file)File Size: 8403407 bytesFile Date: Sat Aug 19 03:08:38 2006
This is the HEC 15 document entitled "Design of Roadside Channels with Flexible Linings", April 1988, FHWA IP-87-7.
Download HEC 16 Documentation (PDF file)Download HEC 16 Documentation (PDF file)File Size: 1160415 bytesFile Date: Fri Sep 22 08:49:52 2006
This is the HEC 16 document entitled "Addendum to Highways in the River Environment/Hydraulic and Environmental Design Considerations", FHWA EPD-86-116, July 1980.
Download HEC 17 Documentation (PDF file)Download HEC 17 Documentation (PDF file)File Size: 3702281 bytesFile Date: Thu Mar 20 15:48:05 2003
This is the HEC 17 document entitled "The Design of Encroachments on Flood Plains using Risk Analysis", April 1981, FHWA EPD-86-112. The purpose of this manual is to provide guidance in the application of the least total expected cost (LTEC) design decision-making process in the design of flood plain encroachments.
Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 26788280 bytesFile Date: Fri Sep 22 11:30:50 2006
This HEC 18 document is entitled "Evaluating Scour at Bridges", FHWA NHI 01-001, May 2001, Fourth Edition. This document is provided by the Federal Highway Administration (FHWA) to provide guidance in:Designing new and replacement bridges to resist scour.Evaluating existing bridges for vulnerability to scour.Inspecting bridges for scour.Providing scour counter-measures.Improving the state-of-practice of estimating scour at bridges.
Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 3802055 bytesFile Date: Fri Sep 22 11:31:53 2006
This HEC 18 document is "Evaluating Scour at Bridges", FHWA IP-90-017, November 1995, Third Edition, Metric Version.
Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 5190334 bytesFile Date: Fri Sep 22 11:23:26 2006
This HEC 18 document is "Evaluating Scour at Bridges", FHWA IP-90-017, November 1995, Third Edition.
Download HEC 18 Document (PDF File)Download HEC 18 Document (PDF File)File Size: 5231735 bytesFile Date: Fri Sep 22 08:53:30 2006
This is the HEC 18 document, "Evaluating Scour at Bridges", FHWA IP-90-017, February 1993.
Download HEC 19 Document (PDF File)Download HEC 19 Document (PDF File)File Size: 7731779 bytesFile Date: Fri Sep 22 08:59:00 2006
This HEC 19 document is entitled "Hydrology", FHWA IP-84-15, October 1984. By application of the principles and methods of modern hydrology, it is possible to obtain solutions which are functionally acceptable and form the basis for the design of highway drainage structures. This manual presents some of these principles and techniques and explains their uses by illustrative examples. It also discusses basic hydrologic concepts and hydrologic analysis as it relates to the highway stream crossing problem.
Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 42831075 bytesFile Date: Fri Sep 22 11:44:30 2006
This is the HEC 20 document entitled "Stream Stability at Highway Structures", Third Edition, FHWA NHI 01-002. This document provides guidelines for identifying stream instability problems at highway-stream crossings and for the selection and design of appropriate countermeasures to mitigate potential flood damages to bridges and other highway components at stream crossings.
Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 3267610 bytesFile Date: Fri Sep 22 09:03:32 2006
This is the HEC 20 document entitled "Stream Stability at Highway Structures", Second Edition, FHWA HI-96-032, November 1995.
Download HEC 20 Documentation (PDF File)Download HEC 20 Documentation (PDF File)File Size: 2996626 bytesFile Date: Fri Sep 22 09:01:12 2006
This is the HEC 20 document entitled "Stream Stability at Highway Structures", FHWA IP-90-014, February 1991.
Download HEC 21 Documentation (PDF File)Download HEC 21 Documentation (PDF File)File Size: 2303211 bytesFile Date: Mon Jan 30 11:00:46 2006
This is the HEC 21 document entitled "Bridge Deck Drainage Systems", May 1993, FHWA SA-92-010. The objective of this manual is to support sound, economic, and low maintenance design for bridge deck and bridge end drainage facilities. The manual provides guidelines and procedures for designing bridge deck drainage systems, accompanied with illustrative and practical examples.
Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 5868533 bytesFile Date: Fri Sep 22 08:12:30 2006
This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA NHI-01-021, August 2001. It provides a comprehensive and practical guide for the design of storm drainage systems associated with transportation facilities. Design guidance is provided for the design of storm drainage systems which collect, convey, and discharge stormwater flowing within and along the highway right-or-way. Methods and procedures are given for the hydraulic design of storm drainage systems. Design methods are presented for evaluating rainfall and runoff magnitude, pavement drainage, gutter flow, inlet design, median and roadside ditch flow, structure design, and storm drain piping. Procedures for the design of retention facilities and stormwater pump stations are also presented, along with a review of urban water quality practices. A summary of related public domain computer programs is also provided.
Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 9079219 bytesFile Date: Fri Sep 22 09:10:01 2006
This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA SA-96-078, November 1996, Metric Version.
Download HEC 22 Document (PDF File)Download HEC 22 Document (PDF File)File Size: 10653450 bytesFile Date: Tue Mar 14 05:46:44 2006
This is the HEC 22 manual entitled, "Urban Drainage Design Manual", FHWA SA-96-078, November 1996.
Download HEC 23 Documentation (PDF File)Download HEC 23 Documentation (PDF File)File Size: 71356307 bytesFile Date: Fri Sep 22 12:05:50 2006
This is the HEC 23 document entitled "Bridge Scour and Stream Instability Counter-measures Experience, Selection, and Design Guidance", Second Edition, FHWA NHI 01-003, March 2001. This document identifies bridge scour and stream instability countermeasures that have been instrumented by various SHAs to protect bridges in the United States. It develops a matrix which summarizes countermeasure application and use through the United States and provides design guidelines for several countermeasures which have been applied successfully on a state or regional basis, but for which only limited design references are available.
Download HEC 23 Documentation (PDF File)Download HEC 23 Documentation (PDF File)File Size: 2946998 bytesFile Date: Fri Sep 22 09:12:07 2006
This is the HEC 23 document entitled "Bridge Scour and Stream Instability Counter-measures", FHWA HI-97-030, July 1997.
Download Highways in the River Environment (PDF File)Download Highways in the River Environment (PDF File)File Size: 14353014 bytesFile Date: Fri Sep 22 09:22:53 2006In the United States, the average annual damage related to hydraulic problems at highway facilities on the Federal-aid system is $40 million. Damages by streams can be reduced significantly by considering channel stability. The types of river changes to be carefully considered relate to:lateral bank erosiondegradation and aggradation of the streambed that continues over a period of years, andnatural short-term fluctuations of streambed elevation that are usually associated with the passage of floodsThis PDF Technical Document will cover many issues on highways in the river environment including: sediment transport, natural manmade causes of waterway responses, stream stabilization (bed and banks), computer applications, and countermeasures. Case histories of typical manmade and natural impacts on waterways are analyzed.Download Geosynthetic Design and Construction Guidelines (PDF File)Download Geosynthetic Design and Construction Guidelines (PDF File)File Size: 62104071 bytesFile Date: Sat Aug 19 03:02:43 2006This is the document entitled "Geosynthetic Design and Construction Guidelines", FHWA HI-95-038. This manual was prepared to enable the Highway Engineer to correctly identify and evaluate potential applications of geosynthetics as an alternative to other construction methods and as a means to solve construction problems. With the aid of this text, the Highway Engineer should be able to properly design, select, test, specify, and construct with geotextiles, geocomposite drains, geogrids, and related materials in drainage, sediment control, erosion control, roadway, and embankment on soft soils applications.Download Bridge Inspection Document (PDF File)Download Bridge Inspection Document (PDF File)File Size: 11143471 bytesFile Date: Sat Aug 19 02:45:51 2006This is the document entitled "Underwater Inspection of Bridges", November 1989, FHWA DP-80-1. The purpose of the manual is to provide guidelines for underwater bridge inspection, acquaint those responsible for bridge safety with underwater inspection techniques, and briefly present methods of repair for commonly found defects.Download Bridge Components Evaluation and Repair Document (PDF File)Download Bridge Components Evaluation and Repair Document (PDF File)File Size: 28186732 bytesFile Date: Sat Aug 19 02:42:48 2006This is the document entitled "Underwater Evaluation and Repair of Bridge Components", FHWA DP-98-1. This document describes a training course covering the topics of the status of bridge inspection programs, mechanisms of underwater deterioration, underwater condition surveys, underwater testing equipment, evaluation of deterioration on structures, and underwater repairs.Download Erosion and Sediment Control Document (PDF File)Download Erosion and Sediment Control Document (PDF File)File Size: 18270298 bytesFile Date: Sat Aug 19 02:08:52 2006This is the document entitled "Best Management Practices for Erosion and Sediment Control", FHWA FLP-94-005. The purpose of this manual is to provide guidance in preventing erosion and controlling sediment on highway construction projects. It addresses the selection of erosion and sediment control measures and the development of erosion control plans. Construction and inspection of the measures are presented for each practice.Download Pumping Station Manual (PDF File)Download Pumping Station Manual (PDF File)File Size: 15073941 bytesFile Date: Fri Sep 22 09:33:38 2006This manual is entitled "Manual for Highway Storm Water Pumping Stations", FHWA IP-82-17, Volumes 1 and 2, October 1982. This manual provides guidelines, criteria and specifications for highway storm water pumping stations. It includes discussion of pumps, motors, engines, electrical systems and construction.Download Culvert Inspection Manual (PDF File)Download Culvert Inspection Manual (PDF File)File Size: 22110421 bytesFile Date: Thu Nov 16 06:11:24 2006This is the document entitled "Culvert Inspection Manual", FHWA IP-86-2. The manual provides procedures for conducting and documenting culvert inspections with specific guidelines for inspecting and evaluating the major hydraulic and structural components of culverts. It also includes discussions on the hydraulic, structural, and durability performance of culverts and information on personnel qualifications, equipment, and safety procedures for conducting culvert inspections.Download Inlet and Culvert Structural Design Manual (PDF File)Download Inlet and Culvert Structural Design Manual (PDF File)File Size: 9866751 bytesFile Date: Thu Mar 20 16:05:07 2003This is the document entitled "Structural Design Manual for Improved Inlets and Culverts", FHWA IP-83-6. This manual provides structural design methods for inlets having specific configurations that improve hydraulic flow in channels. Design methods and typical details for the component structures found in improved inlets, such as wing walls, headwalls, aprons, and the inlet itself, are also presented in this manual.Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)File Size: 25310248 bytesFile Date: Sat Aug 19 02:03:47 2006This is the document entitled "Countermeasures for Hydraulic Problems at Bridges. Vol I Analysis and Assessment", FHWA RD-78-162. This document contains a survey of stream hazards to bridges, provides a statistical analysis of frequency of problems, and rates the performance of rigid and flexible revetments, and flow control measures. It also evaluates measures incorporated into the design of the bridge.Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)File Size: 87769765 bytesFile Date: Sat Aug 19 02:33:26 2006This is the document entitled "Countermeasures for Hydraulic Problems at Bridges. Vol II Case Histories for Sites 1-283", FHWA RD-78-163. This document is a collection of detailed case histories.Download Culvert Repair Practices Manual (PDF File)Download Culvert Repair Practices Manual (PDF File)File Size: 35122860 bytesFile Date: Thu Mar 20 15:01:40 2003This is the document entitled "Culvert Repair Practices Manual Volume I", FHWA RD-94-096. This manual provides information, guidelines, and alternatives for the cost-effective repair of culverts. It provides an overview of current practices for maintenance, repair, rehabilitation, retrofit upgrading, and replacement of highway culverts. It gives detailed information on appropriate related procedures. It supplies guidelines for selecting the most cost-effective procedures for resolving current problems to provide increased serviceability and life expectancy of culverts.Download Culvert Repair Practices Manual (PDF File)Download Culvert Repair Practices Manual (PDF File)File Size: 14022936 bytesFile Date: Sat Aug 19 03:20:25 2006This is the document entitled "Culvert Repair Practices Manual Volume II", FHWA RD-95-089. This document contains the appendixes of the Culvert Repair Practices Manual.Download Hydraulic Flow Resistance Factors Document (PDF File)Download Hydraulic Flow Resistance Factors Document (PDF File)File Size: 5985440 bytesFile Date: Sat Aug 19 02:35:03 2006This is the document entitled "Hydraulic Flow Resistance Factors for Corrugated Metal Conduits", FHWA TS-80-216. This document presents methods which allow a corrugated metal conduit designer to estimate resistance factors for all available corrugation shapes and methods of manufacture.Download Box Culvert Document (PDF File)Download Box Culvert Document (PDF File)File Size: 10944871 bytesFile Date: Fri Sep 22 07:24:10 2006This is the document entitled "Evaluation of the Flood Risk Factor in the Design of Box Culverts", FHWA RD-74-11. This report is an engineering analysis procedure to reduce flood-related damage to highways on a sound probabilistic basis, considering hydrologic hydraulic, and economic factors.Download Grate Inlet Design Document (PDF File)Download Grate Inlet Design Document (PDF File)File Size: 9049601 bytesFile Date: Fri Sep 22 07:13:22 2006This is the document entitled "Hydraulic Characteristics of Two Bicycle-safe Grate Inlet Designs", FHWA RD-74-77, November 1974. This study tested two design concepts for bicycle-safe grate inlets for hydraulic performance and compared them to more traditional designs. The two concepts are the 45°-tilted bar and the so called "Massachusetts Cascade" designs.Download Stream Channel Gradation Document (PDF File)Download Stream Channel Gradation Document (PDF File)File Size: 9239333 bytesFile Date: Fri Sep 22 07:16:30 2006This is the document entitled "Stream Channel Degradation and Aggradation: Causes and Consequences to Highways", FHWA RD-80-038, June 1980. This report describes a research effort on stream-channel aggradation and degradation. Gradation changes are long-term channel bed elevation changes which extend for long distances along the streambed. This report describes the extent of problems nationwide, examines the causes of gradation changes, documents case studies where highway crossings have been affected, and summarizes methods available for recognizing the potential for bed level changes.Download Relocated Stream Channels Document (PDF File)Download Relocated Stream Channels Document (PDF File)File Size: 50267777 bytesFile Date: Fri Sep 22 07:55:56 2006This is the document entitled "Stability of Relocated Stream Channels", FHWA RD-80-158, March 1981. This study documents with case histories the performance of a representative variety of natural stream channels that have been relocated or otherwise altered for purposes of bridge or highway construction. It identifies critical factors associated with stability or lack of stability of altered channels. It includes discussion of the physical effects of erosion-control measures, fish habitat structures, and structures such as bridges and culverts.Download Stream Hazards Document (PDF File)Download Stream Hazards Document (PDF File)File Size: 31828021 bytesFile Date: Fri Sep 22 07:39:09 2006This is the document entitled "Methods for Assessment of Stream-Related Hazards to Highways and Bridges", FHWA RD-80-160, March 1981. This report is a reference of techniques for evaluating stream-related hazards to highways and bridges. It provides insight into the application of remote sensing and slope stability evaluation. It also extends the perspective of crossing design to include the entire river system and the effects of land use changes. The report provides a procedure that permits evaluation of the relative stability of a river and identification of hazards that can affect a crossing.Download Scour Document (PDF File)Download Scour Document (PDF File)File Size: 6802619 bytesFile Date: Fri Sep 22 06:33:25 2006This is the document entitled "Scour at Culvert Outlets in Mixed Bed Materials", FHWA RD-82-011, September 1982. This report described a study to observe and analyze scour and erosion holes in noncohesive and cohesive material at culvert outlets and to formulate empirical design criteria for predicting scour hole geometry. It refines and extends techniques for predicting the dimensions of scour holes.Download Streambank Stabilization Structures Document (PDF File)Download Streambank Stabilization Structures Document (PDF File)File Size: 10718321 bytesFile Date: Fri Sep 22 06:42:52 2006This is the document entitled "Design of Spur-type Streambank Stabilization Structures", FHWA RD-84-101, July 1985. A study of the applicability and design of spur-type flow-control and streambank stabilization structures has been conducted to establish design guidelines and other criteria for the use of spurs. Recommendations for the general application of spur-type structures are given in relation to function of the spur, the erosion mechanisms that are countered by spurs, the environmental conditions best suited for the use of spurs, and potential negative impacts produced by spurs. An introduction to the most common types of spurs is given, along with discussions of the factors most important to the design of specific spur types. Design guidelines for establishing spur permeability, the required extent of protection, spur length, spur spacing, spur orientation, spur height, spur crest profile, and the shape of the spur tip or head are presented.Download Bridge Waterways Document (PDF File)Download Bridge Waterways Document (PDF File)File Size: 7371857 bytesFile Date: Fri Sep 22 06:49:07 2006This is the document entitled "Bridge Waterways Analysis Model: Research Report", FHWA RD-86-108, July 1986. This report describes WSPRO which is a digital model for water-surface profile computations.Download Flexible Ditch Linings Document (PDF File)Download Flexible Ditch Linings Document (PDF File)File Size: 6032126 bytesFile Date: Fri Sep 22 07:07:19 2006This is the document entitled "Performance of Flexible Ditch Linings", FHWA RD-86-114, September 1985. This document reports a series of tests to determine the performance of ten flexible ditch lining materials. The objectives of the tests were to determine the effect of the flexible liners on the germination and growth of grass and to determine the effectiveness of the liners to prevent erosion on highway channels until the establishment of vegetation.Download Embankment Damage Document (PDF File)Download Embankment Damage Document (PDF File)File Size: 20417976 bytesFile Date: Fri Sep 22 07:03:41 2006This is the document entitled "Development of a Methodology for Estimating Embankment Damage Due to Flood Overtopping", FHWA RD-86-126, March 1987. This document reports a study that conducted laboratory tests and developed a methodology to quantitatively determine embankment damage and assess protective measures. It collected literature and field data and conducted tests on embankment surfaces with and without protective measures. A computer model was developed to determine hydraulics of overtopping flow and associated erosion damage. This model was verified using field data and laboratory test results, and was utilized to generate charts for estimating embankment damage.Download Concrete Block Revetment Systems Document (PDF File)Download Concrete Block Revetment Systems Document (PDF File)File Size: 13346465 bytesFile Date: Fri Sep 22 06:27:49 2006This is the document entitled "Hydraulic Stability of Articulated Concrete Block Revetment Systems During Overtopping Flow", FHWA RD-86-199, November 1989. This report presents a study where the hydraulic characteristics and stability of articulated concrete block revetment systems in high-velocity overtopping flow were examined. Seventeen hydraulic tests were performed on five different revetment systems, including cable and uncabled installations. Relationships involving pressure, velocity, depth, and slope on the stability and resistance to flow are developed and presented.Download Storm Water Runoff Disposal Manual (PDF File)Download Storm Water Runoff Disposal Manual (PDF File)This is the document entitled "Underground Disposal of Storm Water Runoff", FHWA TS-80-218. This manual's purpose is to provide the information necessary to evaluate for feasibility, as well as to plan and design, surface and subsurface infiltration systems or combination systems that can be incorporated into the overall drainage scheme of a particular transportation facility, street system, or commercial development.Download Urban Highway Drainage Document (PDF File)Download Urban Highway Drainage Document (PDF File)File Size: 8037994 bytesFile Date: Fri Sep 22 10:23:47 2006This is the document entitled "Design of Urban Highway Drainage", FHWA TS-79-225, August 1979.
Download Highways in the River Environment (PDF File)Download Highways in the River Environment (PDF File)File Size: 14353014 bytesFile Date: Fri Sep 22 09:22:53 2006
In the United States, the average annual damage related to hydraulic problems at highway facilities on the Federal-aid system is $40 million. Damages by streams can be reduced significantly by considering channel stability. The types of river changes to be carefully considered relate to:lateral bank erosiondegradation and aggradation of the streambed that continues over a period of years, andnatural short-term fluctuations of streambed elevation that are usually associated with the passage of floodsThis PDF Technical Document will cover many issues on highways in the river environment including: sediment transport, natural manmade causes of waterway responses, stream stabilization (bed and banks), computer applications, and countermeasures. Case histories of typical manmade and natural impacts on waterways are analyzed.
In the United States, the average annual damage related to hydraulic problems at highway facilities on the Federal-aid system is $40 million. Damages by streams can be reduced significantly by considering channel stability. The types of river changes to be carefully considered relate to:
This PDF Technical Document will cover many issues on highways in the river environment including: sediment transport, natural manmade causes of waterway responses, stream stabilization (bed and banks), computer applications, and countermeasures. Case histories of typical manmade and natural impacts on waterways are analyzed.
Download Geosynthetic Design and Construction Guidelines (PDF File)Download Geosynthetic Design and Construction Guidelines (PDF File)File Size: 62104071 bytesFile Date: Sat Aug 19 03:02:43 2006
This is the document entitled "Geosynthetic Design and Construction Guidelines", FHWA HI-95-038. This manual was prepared to enable the Highway Engineer to correctly identify and evaluate potential applications of geosynthetics as an alternative to other construction methods and as a means to solve construction problems. With the aid of this text, the Highway Engineer should be able to properly design, select, test, specify, and construct with geotextiles, geocomposite drains, geogrids, and related materials in drainage, sediment control, erosion control, roadway, and embankment on soft soils applications.
Download Bridge Inspection Document (PDF File)Download Bridge Inspection Document (PDF File)File Size: 11143471 bytesFile Date: Sat Aug 19 02:45:51 2006
This is the document entitled "Underwater Inspection of Bridges", November 1989, FHWA DP-80-1. The purpose of the manual is to provide guidelines for underwater bridge inspection, acquaint those responsible for bridge safety with underwater inspection techniques, and briefly present methods of repair for commonly found defects.
Download Bridge Components Evaluation and Repair Document (PDF File)Download Bridge Components Evaluation and Repair Document (PDF File)File Size: 28186732 bytesFile Date: Sat Aug 19 02:42:48 2006
This is the document entitled "Underwater Evaluation and Repair of Bridge Components", FHWA DP-98-1. This document describes a training course covering the topics of the status of bridge inspection programs, mechanisms of underwater deterioration, underwater condition surveys, underwater testing equipment, evaluation of deterioration on structures, and underwater repairs.
Download Erosion and Sediment Control Document (PDF File)Download Erosion and Sediment Control Document (PDF File)File Size: 18270298 bytesFile Date: Sat Aug 19 02:08:52 2006
This is the document entitled "Best Management Practices for Erosion and Sediment Control", FHWA FLP-94-005. The purpose of this manual is to provide guidance in preventing erosion and controlling sediment on highway construction projects. It addresses the selection of erosion and sediment control measures and the development of erosion control plans. Construction and inspection of the measures are presented for each practice.
Download Pumping Station Manual (PDF File)Download Pumping Station Manual (PDF File)File Size: 15073941 bytesFile Date: Fri Sep 22 09:33:38 2006
This manual is entitled "Manual for Highway Storm Water Pumping Stations", FHWA IP-82-17, Volumes 1 and 2, October 1982. This manual provides guidelines, criteria and specifications for highway storm water pumping stations. It includes discussion of pumps, motors, engines, electrical systems and construction.
Download Culvert Inspection Manual (PDF File)Download Culvert Inspection Manual (PDF File)File Size: 22110421 bytesFile Date: Thu Nov 16 06:11:24 2006
This is the document entitled "Culvert Inspection Manual", FHWA IP-86-2. The manual provides procedures for conducting and documenting culvert inspections with specific guidelines for inspecting and evaluating the major hydraulic and structural components of culverts. It also includes discussions on the hydraulic, structural, and durability performance of culverts and information on personnel qualifications, equipment, and safety procedures for conducting culvert inspections.
Download Inlet and Culvert Structural Design Manual (PDF File)Download Inlet and Culvert Structural Design Manual (PDF File)File Size: 9866751 bytesFile Date: Thu Mar 20 16:05:07 2003
This is the document entitled "Structural Design Manual for Improved Inlets and Culverts", FHWA IP-83-6. This manual provides structural design methods for inlets having specific configurations that improve hydraulic flow in channels. Design methods and typical details for the component structures found in improved inlets, such as wing walls, headwalls, aprons, and the inlet itself, are also presented in this manual.
Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)File Size: 25310248 bytesFile Date: Sat Aug 19 02:03:47 2006
This is the document entitled "Countermeasures for Hydraulic Problems at Bridges. Vol I Analysis and Assessment", FHWA RD-78-162. This document contains a survey of stream hazards to bridges, provides a statistical analysis of frequency of problems, and rates the performance of rigid and flexible revetments, and flow control measures. It also evaluates measures incorporated into the design of the bridge.
Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)Download Bridge Hydraulic Problem Countermeasures Manual (PDF File)File Size: 87769765 bytesFile Date: Sat Aug 19 02:33:26 2006
This is the document entitled "Countermeasures for Hydraulic Problems at Bridges. Vol II Case Histories for Sites 1-283", FHWA RD-78-163. This document is a collection of detailed case histories.
Download Culvert Repair Practices Manual (PDF File)Download Culvert Repair Practices Manual (PDF File)File Size: 35122860 bytesFile Date: Thu Mar 20 15:01:40 2003
This is the document entitled "Culvert Repair Practices Manual Volume I", FHWA RD-94-096. This manual provides information, guidelines, and alternatives for the cost-effective repair of culverts. It provides an overview of current practices for maintenance, repair, rehabilitation, retrofit upgrading, and replacement of highway culverts. It gives detailed information on appropriate related procedures. It supplies guidelines for selecting the most cost-effective procedures for resolving current problems to provide increased serviceability and life expectancy of culverts.
Download Culvert Repair Practices Manual (PDF File)Download Culvert Repair Practices Manual (PDF File)File Size: 14022936 bytesFile Date: Sat Aug 19 03:20:25 2006
This is the document entitled "Culvert Repair Practices Manual Volume II", FHWA RD-95-089. This document contains the appendixes of the Culvert Repair Practices Manual.
Download Hydraulic Flow Resistance Factors Document (PDF File)Download Hydraulic Flow Resistance Factors Document (PDF File)File Size: 5985440 bytesFile Date: Sat Aug 19 02:35:03 2006
This is the document entitled "Hydraulic Flow Resistance Factors for Corrugated Metal Conduits", FHWA TS-80-216. This document presents methods which allow a corrugated metal conduit designer to estimate resistance factors for all available corrugation shapes and methods of manufacture.
Download Box Culvert Document (PDF File)Download Box Culvert Document (PDF File)File Size: 10944871 bytesFile Date: Fri Sep 22 07:24:10 2006
This is the document entitled "Evaluation of the Flood Risk Factor in the Design of Box Culverts", FHWA RD-74-11. This report is an engineering analysis procedure to reduce flood-related damage to highways on a sound probabilistic basis, considering hydrologic hydraulic, and economic factors.
Download Grate Inlet Design Document (PDF File)Download Grate Inlet Design Document (PDF File)File Size: 9049601 bytesFile Date: Fri Sep 22 07:13:22 2006
This is the document entitled "Hydraulic Characteristics of Two Bicycle-safe Grate Inlet Designs", FHWA RD-74-77, November 1974. This study tested two design concepts for bicycle-safe grate inlets for hydraulic performance and compared them to more traditional designs. The two concepts are the 45°-tilted bar and the so called "Massachusetts Cascade" designs.
Download Stream Channel Gradation Document (PDF File)Download Stream Channel Gradation Document (PDF File)File Size: 9239333 bytesFile Date: Fri Sep 22 07:16:30 2006
This is the document entitled "Stream Channel Degradation and Aggradation: Causes and Consequences to Highways", FHWA RD-80-038, June 1980. This report describes a research effort on stream-channel aggradation and degradation. Gradation changes are long-term channel bed elevation changes which extend for long distances along the streambed. This report describes the extent of problems nationwide, examines the causes of gradation changes, documents case studies where highway crossings have been affected, and summarizes methods available for recognizing the potential for bed level changes.
Download Relocated Stream Channels Document (PDF File)Download Relocated Stream Channels Document (PDF File)File Size: 50267777 bytesFile Date: Fri Sep 22 07:55:56 2006
This is the document entitled "Stability of Relocated Stream Channels", FHWA RD-80-158, March 1981. This study documents with case histories the performance of a representative variety of natural stream channels that have been relocated or otherwise altered for purposes of bridge or highway construction. It identifies critical factors associated with stability or lack of stability of altered channels. It includes discussion of the physical effects of erosion-control measures, fish habitat structures, and structures such as bridges and culverts.
Download Stream Hazards Document (PDF File)Download Stream Hazards Document (PDF File)File Size: 31828021 bytesFile Date: Fri Sep 22 07:39:09 2006
This is the document entitled "Methods for Assessment of Stream-Related Hazards to Highways and Bridges", FHWA RD-80-160, March 1981. This report is a reference of techniques for evaluating stream-related hazards to highways and bridges. It provides insight into the application of remote sensing and slope stability evaluation. It also extends the perspective of crossing design to include the entire river system and the effects of land use changes. The report provides a procedure that permits evaluation of the relative stability of a river and identification of hazards that can affect a crossing.
Download Scour Document (PDF File)Download Scour Document (PDF File)File Size: 6802619 bytesFile Date: Fri Sep 22 06:33:25 2006
This is the document entitled "Scour at Culvert Outlets in Mixed Bed Materials", FHWA RD-82-011, September 1982. This report described a study to observe and analyze scour and erosion holes in noncohesive and cohesive material at culvert outlets and to formulate empirical design criteria for predicting scour hole geometry. It refines and extends techniques for predicting the dimensions of scour holes.
Download Streambank Stabilization Structures Document (PDF File)Download Streambank Stabilization Structures Document (PDF File)File Size: 10718321 bytesFile Date: Fri Sep 22 06:42:52 2006
This is the document entitled "Design of Spur-type Streambank Stabilization Structures", FHWA RD-84-101, July 1985. A study of the applicability and design of spur-type flow-control and streambank stabilization structures has been conducted to establish design guidelines and other criteria for the use of spurs. Recommendations for the general application of spur-type structures are given in relation to function of the spur, the erosion mechanisms that are countered by spurs, the environmental conditions best suited for the use of spurs, and potential negative impacts produced by spurs. An introduction to the most common types of spurs is given, along with discussions of the factors most important to the design of specific spur types. Design guidelines for establishing spur permeability, the required extent of protection, spur length, spur spacing, spur orientation, spur height, spur crest profile, and the shape of the spur tip or head are presented.
Download Bridge Waterways Document (PDF File)Download Bridge Waterways Document (PDF File)File Size: 7371857 bytesFile Date: Fri Sep 22 06:49:07 2006
This is the document entitled "Bridge Waterways Analysis Model: Research Report", FHWA RD-86-108, July 1986. This report describes WSPRO which is a digital model for water-surface profile computations.
Download Flexible Ditch Linings Document (PDF File)Download Flexible Ditch Linings Document (PDF File)File Size: 6032126 bytesFile Date: Fri Sep 22 07:07:19 2006
This is the document entitled "Performance of Flexible Ditch Linings", FHWA RD-86-114, September 1985. This document reports a series of tests to determine the performance of ten flexible ditch lining materials. The objectives of the tests were to determine the effect of the flexible liners on the germination and growth of grass and to determine the effectiveness of the liners to prevent erosion on highway channels until the establishment of vegetation.
Download Embankment Damage Document (PDF File)Download Embankment Damage Document (PDF File)File Size: 20417976 bytesFile Date: Fri Sep 22 07:03:41 2006
This is the document entitled "Development of a Methodology for Estimating Embankment Damage Due to Flood Overtopping", FHWA RD-86-126, March 1987. This document reports a study that conducted laboratory tests and developed a methodology to quantitatively determine embankment damage and assess protective measures. It collected literature and field data and conducted tests on embankment surfaces with and without protective measures. A computer model was developed to determine hydraulics of overtopping flow and associated erosion damage. This model was verified using field data and laboratory test results, and was utilized to generate charts for estimating embankment damage.
Download Concrete Block Revetment Systems Document (PDF File)Download Concrete Block Revetment Systems Document (PDF File)File Size: 13346465 bytesFile Date: Fri Sep 22 06:27:49 2006
This is the document entitled "Hydraulic Stability of Articulated Concrete Block Revetment Systems During Overtopping Flow", FHWA RD-86-199, November 1989. This report presents a study where the hydraulic characteristics and stability of articulated concrete block revetment systems in high-velocity overtopping flow were examined. Seventeen hydraulic tests were performed on five different revetment systems, including cable and uncabled installations. Relationships involving pressure, velocity, depth, and slope on the stability and resistance to flow are developed and presented.
Download Storm Water Runoff Disposal Manual (PDF File)Download Storm Water Runoff Disposal Manual (PDF File)
This is the document entitled "Underground Disposal of Storm Water Runoff", FHWA TS-80-218. This manual's purpose is to provide the information necessary to evaluate for feasibility, as well as to plan and design, surface and subsurface infiltration systems or combination systems that can be incorporated into the overall drainage scheme of a particular transportation facility, street system, or commercial development.
Download Urban Highway Drainage Document (PDF File)Download Urban Highway Drainage Document (PDF File)File Size: 8037994 bytesFile Date: Fri Sep 22 10:23:47 2006
This is the document entitled "Design of Urban Highway Drainage", FHWA TS-79-225, August 1979.
To download the following technical documents, check the box of the desired documents below and then click the "Download Selected" button. An e-mail will be sent to you with the download links. These documents are available in Adobe Acrobat version 4.0 PDF format.
River and Stream Corridor Management GuideRiver and Stream Corridor Management GuideFile Size: 44892583 bytesFile Date: Fri Sep 22 10:20:18 2006This guide is an excellent document to understanding stream and streambank dynamics. Watersheds, Channel Evolution Models, Urban Stream Corridors, Rural Stream Corridors, Riparian Management, Restoration vs. Stabilization, Soil Bioengineering, Bendway Weirs, and Rock Vanes are discussed. Excellent color photographs are provided throughout the document.This guide was published by the Kansas State Conservation Commission.Flood Studies Work PlanFlood Studies Work PlanFile Size: 362756 bytesFile Date: Fri Sep 22 08:19:59 2006This PDF technical document describes, in general terms, the hydrologic work necessary for a flood study.Flood Studies and MapsFlood Studies and MapsFile Size: 1423979 bytesFile Date: Fri Sep 22 08:19:43 2006Flood maps are a vital part of a floodplain management program, so it is important to understand how the maps are made and to be familiar with the information that is available within the accompanying flood study. This PDF technical document provides an overview of flood study terms and how studies and maps are prepared.Floodway Analysis for SWMM ModelsFloodway Analysis for SWMM ModelsFile Size: 506557 bytesFile Date: Fri Sep 22 08:18:44 2006This PDF technical document explains the procedures to follow in performing a floodway analysis in the US EPA's SWMM model.Detention Pond Outlet Structure: Design Criteria for Energy Dissipators (PDF File)Detention Pond Outlet Structure: Design Criteria for Energy Dissipators (PDF File)File Size: 2363106 bytesFile Date: Fri Sep 22 08:17:16 2006Erosion problems at culverts or the outlet from detention basins are common. Determination of the flow conditions, scour potential, and channel erosion resistance are standard procedure for all designs. The only safe procedure is to design on the basis that erosion at a culvert outlet and the downstream channel is to be expected.Standard practice is to use the same headwall treatment at the culvert entrance and exit. It is important to recognize that the inlet is designed to improve culvert capacity or reduce head loss while the outlet structure should provide a smooth flow transition back to the natural channel or into an energy dissipator. Outlet structures should provide uniform redistribution or spreading of the flow without excessive separation and turbulence.This PDF Technical Document will focus on riprap apron, riprap outlet basins, and baffled outlets because for many designs, these outlet protection and energy dissipators provide sufficient protection at a reasonable cost.Download Water Table Control (PDF File)Download Water Table Control (PDF File)File Size: 2998343 bytesFile Date: Fri Sep 22 10:24:38 2006Water table control is installed to improve the soil environment for vegetative growth, improve water quality, regulate or manage water for irrigation and drainage, make more effective use of rainfall, reduce the demand for irrigation water, reduce runoff of freshwater to saline nursery areas, and facilitate leaching of saline and alkali soil.This technical document on water table control is a guide for the evaluation of potential sites and the design, installation, and management of water table control in humid areas. The information presented encompasses sound research and judgments based on short-term observations and experience.Download Ground Water and Surface Water: A Single Resource (PDF File)Download Ground Water and Surface Water: A Single Resource (PDF File)File Size: 12191593 bytesFile Date: Tue Mar 14 05:24:33 2006Understanding the interaction of ground water and surface water is essential to water managers and water scientists. Management of one component of the hydrologic system, such as a stream or an aquifer, is only partly effective because each hydrologic component is in continuing interaction with other components. This PDF technical document has some examples of common water-resource issues where understanding the interconnections of ground water and surface water is fundamental to development of effective water-resource management and policy.Download WES Stream Investigation and Streambank Stabilization Handbook (PDF File)Download WES Stream Investigation and Streambank Stabilization Handbook (PDF File)File Size: 9949805 bytesFile Date: Tue Jun 11 12:06:18 2002Recently, there has been a growing interest in the development of low-cost, environmentally friendly bank protection techniques, that are suitable for anyone with limited resources. Many of these techniques have been quite successful, while others have not performed as intended. Many designers make the mistake of trying to apply one protection technique to all situations, regardless of the site conditions. This often results in an ineffective design leading to structure failure. Even if the appropriate protection technique is selected, failure may still occur if proper design procedures are not followed. This manual provides the necessary guidance for making intelligent decisions when selecting and designing streambank protection measures or deciding not to install bank protection.Download Documentation on Detention Pond Design (PDF File)Download Documentation on Detention Pond Design (PDF File)File Size: 1318314 bytesFile Date: Fri Sep 22 10:21:13 2006The traditional design of storm drainage systems has been to collect and convey storm runoff as rapidly as possible to a suitable location where it can be discharged. As areas urbanize this type of design may result in major drainage and flooding problems downstream. Under favorable conditions, the temporary storage of some of the storm runoff can decrease downstream flows and often the cost of the downstream conveyance system. Detention storage facilities can range from small facilities contained in parking lots or other on-site facilities to large lakes and reservoirs. This PDF file provides a general design criteria for detention/retention storage basins as well as procedures for performing preliminary and final sizing and reservoir routing calculations.Download Documentation on Culvert Design (PDF File)Download Documentation on Culvert Design (PDF File)File Size: 3907805 bytesFile Date: Fri Sep 22 08:15:36 2006Performance curves should be developed for all culverts for evaluating the hydraulic capacity of a culvert for various headwaters. These will display the consequence of high flow rates at the site and any possible hazards. Sometimes a small increase in flow rate can affect a culvert design. If only the design peak discharge is used in the design, the engineer cannot assess what effect increases in the estimated design discharge will have on the culvert design. For more information, download this PDF document.Download National Engineering Hydrology Handbook (PDF File)Download National Engineering Hydrology Handbook (PDF File)File Size: 14855288 bytesFile Date: Tue Mar 14 05:40:37 2006The NRCS National Engineering Handbook (NEH) is intended primarily for Natural Resources Conservation Service (NRCS) engineers and technicians. It presents material needed to carry out NRCS responsibilities in natural resources conservation and flood prevention.Download Documentation on Loose Riprap Protection (PDF File)Download Documentation on Loose Riprap Protection (PDF File)File Size: 5587624 bytesFile Date: Fri Sep 22 12:13:31 2006This document describes the design of rock riprap protection for streambanks, channels, pipe outlets, and scour holes. The current version is dated July 1989.Download HEC-2 Island Split Flow Example (PDF File)Download HEC-2 Island Split Flow Example (PDF File)File Size: 148187 bytesFile Date: Fri Sep 22 12:11:32 2006There are many types of split flow situations that can occur in a river. The following is a list of the more commonly encountered split flow situations:Split flows caused by islands or high ground dividing the flow.Split flows caused by levee overtopping.Split flows caused by watershed divide overtopping.Split flows caused by diversion structures.The HEC-2 split flow option is capable of analyzing all of the above split flow situations except for bifurcation of flow at islands or high ground. In addition, HEC-RAS cannot model any of the above split flow situations.This document describes how to model the bifurcation of flow at an island using HEC-2 (or HEC-RAS) and a graphical interpolation method. This interpolation method can be used whenever flow is separated into two or more channels. For example, this method can be used to model divided flow when there are multiple bridge openings at a roadway crossing (when the conveyance is separated among the bridge openings).Download Documentation on Detention Pond Design (PDF File)Download Documentation on Detention Pond Design (PDF File)File Size: 24821 bytesFile Date: Tue Mar 14 05:40:41 2006This files contains lecture notes from the University of Texas on detention pond design.Download Documentation on Design Storm Development (PDF File)Download Documentation on Design Storm Development (PDF File)File Size: 23705 bytesFile Date: Tue Mar 14 05:40:40 2006This file contains lecture notes from the University of Texas on design storm development.Download Documentation on Culvert Design (PDF File)Download Documentation on Culvert Design (PDF File)File Size: 65599 bytesFile Date: Tue Mar 14 05:40:39 2006This file contains lecture notes from the University of Texas on culvert design.Download Instructions for the ArcInfo ARCDXF command (PDF File)Download Instructions for the ArcInfo ARCDXF command (PDF File)File Size: 19858 bytesFile Date: Tue Mar 14 05:40:38 2006This document contains the instructions for the ArcInfo ARCDXF command (used for creating a RiverCAD-readable DXF file from an ArcInfo coverage).If you have an ArcInfo vector coverage, you can convert this ArcInfo data to a DXF file using the following command:ARCDXF .dxf line_cov point_cov annot_covThe command above will save a file called .dxf that will contain all the vector data contained in line_cov (a line coverage in ArcInfo), point_cov (a point coverage in ArcInfo), and annot_cov (an annotation coverage in ArcInfo).Download Instructions for the ArcInfo GRIDASCII command (PDF File)Download Instructions for the ArcInfo GRIDASCII command (PDF File)File Size: 8808 bytesFile Date: Tue Mar 14 05:41:04 2006This document contains the instructions for the ArcInfo GRIDASCII command (used for creating a RiverCAD-readable ASCII grid file from an ArcInfo grid coverage).If you have an ArcInfo Grid coverage, you can convert this ArcInfo data to an ArcInfo ASCII grid file (that can be read into RiverCAD) using the following command:GRIDASCII in_grd grid.ascThe command above will save an ArcInfo ASCII Grid file called grid.asc that contains the data for each cell in in_grd in an ASCII grid file format. The VALUE attribute will be converted to the ASCII grid file format. Most of the time, this VALUE attribute will be elevation, so you will end up with an ASCII elevation grid.Download Documentation on Using DEM Data for Creating DAMBRK Cross Sections (PDF File)Download Documentation on Using DEM Data for Creating DAMBRK Cross Sections (PDF File)File Size: 253831 bytesFile Date: Mon Aug 27 18:19:57 2001BOSS RiverCAD and BOSS RMS (River Modeling System) can be used with DEM (Digital Elevation Map) data for creating BOSS DAMBRK cross sections. This document describes the steps necessary for creating DAMBRK cross sections from DEM data using BOSS RiverCAD and BOSS RMS.
River and Stream Corridor Management GuideRiver and Stream Corridor Management GuideFile Size: 44892583 bytesFile Date: Fri Sep 22 10:20:18 2006
This guide is an excellent document to understanding stream and streambank dynamics. Watersheds, Channel Evolution Models, Urban Stream Corridors, Rural Stream Corridors, Riparian Management, Restoration vs. Stabilization, Soil Bioengineering, Bendway Weirs, and Rock Vanes are discussed. Excellent color photographs are provided throughout the document.This guide was published by the Kansas State Conservation Commission.
This guide was published by the Kansas State Conservation Commission.
Flood Studies Work PlanFlood Studies Work PlanFile Size: 362756 bytesFile Date: Fri Sep 22 08:19:59 2006
This PDF technical document describes, in general terms, the hydrologic work necessary for a flood study.
Flood Studies and MapsFlood Studies and MapsFile Size: 1423979 bytesFile Date: Fri Sep 22 08:19:43 2006
Flood maps are a vital part of a floodplain management program, so it is important to understand how the maps are made and to be familiar with the information that is available within the accompanying flood study. This PDF technical document provides an overview of flood study terms and how studies and maps are prepared.
Floodway Analysis for SWMM ModelsFloodway Analysis for SWMM ModelsFile Size: 506557 bytesFile Date: Fri Sep 22 08:18:44 2006
This PDF technical document explains the procedures to follow in performing a floodway analysis in the US EPA's SWMM model.
Detention Pond Outlet Structure: Design Criteria for Energy Dissipators (PDF File)Detention Pond Outlet Structure: Design Criteria for Energy Dissipators (PDF File)File Size: 2363106 bytesFile Date: Fri Sep 22 08:17:16 2006
Erosion problems at culverts or the outlet from detention basins are common. Determination of the flow conditions, scour potential, and channel erosion resistance are standard procedure for all designs. The only safe procedure is to design on the basis that erosion at a culvert outlet and the downstream channel is to be expected.Standard practice is to use the same headwall treatment at the culvert entrance and exit. It is important to recognize that the inlet is designed to improve culvert capacity or reduce head loss while the outlet structure should provide a smooth flow transition back to the natural channel or into an energy dissipator. Outlet structures should provide uniform redistribution or spreading of the flow without excessive separation and turbulence.This PDF Technical Document will focus on riprap apron, riprap outlet basins, and baffled outlets because for many designs, these outlet protection and energy dissipators provide sufficient protection at a reasonable cost.
Standard practice is to use the same headwall treatment at the culvert entrance and exit. It is important to recognize that the inlet is designed to improve culvert capacity or reduce head loss while the outlet structure should provide a smooth flow transition back to the natural channel or into an energy dissipator. Outlet structures should provide uniform redistribution or spreading of the flow without excessive separation and turbulence.
This PDF Technical Document will focus on riprap apron, riprap outlet basins, and baffled outlets because for many designs, these outlet protection and energy dissipators provide sufficient protection at a reasonable cost.
Download Water Table Control (PDF File)Download Water Table Control (PDF File)File Size: 2998343 bytesFile Date: Fri Sep 22 10:24:38 2006
Water table control is installed to improve the soil environment for vegetative growth, improve water quality, regulate or manage water for irrigation and drainage, make more effective use of rainfall, reduce the demand for irrigation water, reduce runoff of freshwater to saline nursery areas, and facilitate leaching of saline and alkali soil.This technical document on water table control is a guide for the evaluation of potential sites and the design, installation, and management of water table control in humid areas. The information presented encompasses sound research and judgments based on short-term observations and experience.
This technical document on water table control is a guide for the evaluation of potential sites and the design, installation, and management of water table control in humid areas. The information presented encompasses sound research and judgments based on short-term observations and experience.
Download Ground Water and Surface Water: A Single Resource (PDF File)Download Ground Water and Surface Water: A Single Resource (PDF File)File Size: 12191593 bytesFile Date: Tue Mar 14 05:24:33 2006
Understanding the interaction of ground water and surface water is essential to water managers and water scientists. Management of one component of the hydrologic system, such as a stream or an aquifer, is only partly effective because each hydrologic component is in continuing interaction with other components. This PDF technical document has some examples of common water-resource issues where understanding the interconnections of ground water and surface water is fundamental to development of effective water-resource management and policy.
Download WES Stream Investigation and Streambank Stabilization Handbook (PDF File)Download WES Stream Investigation and Streambank Stabilization Handbook (PDF File)File Size: 9949805 bytesFile Date: Tue Jun 11 12:06:18 2002
Recently, there has been a growing interest in the development of low-cost, environmentally friendly bank protection techniques, that are suitable for anyone with limited resources. Many of these techniques have been quite successful, while others have not performed as intended. Many designers make the mistake of trying to apply one protection technique to all situations, regardless of the site conditions. This often results in an ineffective design leading to structure failure. Even if the appropriate protection technique is selected, failure may still occur if proper design procedures are not followed. This manual provides the necessary guidance for making intelligent decisions when selecting and designing streambank protection measures or deciding not to install bank protection.
Download Documentation on Detention Pond Design (PDF File)Download Documentation on Detention Pond Design (PDF File)File Size: 1318314 bytesFile Date: Fri Sep 22 10:21:13 2006
The traditional design of storm drainage systems has been to collect and convey storm runoff as rapidly as possible to a suitable location where it can be discharged. As areas urbanize this type of design may result in major drainage and flooding problems downstream. Under favorable conditions, the temporary storage of some of the storm runoff can decrease downstream flows and often the cost of the downstream conveyance system. Detention storage facilities can range from small facilities contained in parking lots or other on-site facilities to large lakes and reservoirs. This PDF file provides a general design criteria for detention/retention storage basins as well as procedures for performing preliminary and final sizing and reservoir routing calculations.
Download Documentation on Culvert Design (PDF File)Download Documentation on Culvert Design (PDF File)File Size: 3907805 bytesFile Date: Fri Sep 22 08:15:36 2006
Performance curves should be developed for all culverts for evaluating the hydraulic capacity of a culvert for various headwaters. These will display the consequence of high flow rates at the site and any possible hazards. Sometimes a small increase in flow rate can affect a culvert design. If only the design peak discharge is used in the design, the engineer cannot assess what effect increases in the estimated design discharge will have on the culvert design. For more information, download this PDF document.
Download National Engineering Hydrology Handbook (PDF File)Download National Engineering Hydrology Handbook (PDF File)File Size: 14855288 bytesFile Date: Tue Mar 14 05:40:37 2006
The NRCS National Engineering Handbook (NEH) is intended primarily for Natural Resources Conservation Service (NRCS) engineers and technicians. It presents material needed to carry out NRCS responsibilities in natural resources conservation and flood prevention.
Download Documentation on Loose Riprap Protection (PDF File)Download Documentation on Loose Riprap Protection (PDF File)File Size: 5587624 bytesFile Date: Fri Sep 22 12:13:31 2006
This document describes the design of rock riprap protection for streambanks, channels, pipe outlets, and scour holes. The current version is dated July 1989.
Download Documentation on Detention Pond Design (PDF File)Download Documentation on Detention Pond Design (PDF File)File Size: 24821 bytesFile Date: Tue Mar 14 05:40:41 2006
This files contains lecture notes from the University of Texas on detention pond design.
Download Documentation on Design Storm Development (PDF File)Download Documentation on Design Storm Development (PDF File)File Size: 23705 bytesFile Date: Tue Mar 14 05:40:40 2006
This file contains lecture notes from the University of Texas on design storm development.
Download Documentation on Culvert Design (PDF File)Download Documentation on Culvert Design (PDF File)File Size: 65599 bytesFile Date: Tue Mar 14 05:40:39 2006
This file contains lecture notes from the University of Texas on culvert design.
Download Instructions for the ArcInfo ARCDXF command (PDF File)Download Instructions for the ArcInfo ARCDXF command (PDF File)File Size: 19858 bytesFile Date: Tue Mar 14 05:40:38 2006
This document contains the instructions for the ArcInfo ARCDXF command (used for creating a RiverCAD-readable DXF file from an ArcInfo coverage).If you have an ArcInfo vector coverage, you can convert this ArcInfo data to a DXF file using the following command:ARCDXF .dxf line_cov point_cov annot_covThe command above will save a file called .dxf that will contain all the vector data contained in line_cov (a line coverage in ArcInfo), point_cov (a point coverage in ArcInfo), and annot_cov (an annotation coverage in ArcInfo).
If you have an ArcInfo vector coverage, you can convert this ArcInfo data to a DXF file using the following command:
ARCDXF .dxf line_cov point_cov annot_cov
The command above will save a file called .dxf that will contain all the vector data contained in line_cov (a line coverage in ArcInfo), point_cov (a point coverage in ArcInfo), and annot_cov (an annotation coverage in ArcInfo).
Download Instructions for the ArcInfo GRIDASCII command (PDF File)Download Instructions for the ArcInfo GRIDASCII command (PDF File)File Size: 8808 bytesFile Date: Tue Mar 14 05:41:04 2006
This document contains the instructions for the ArcInfo GRIDASCII command (used for creating a RiverCAD-readable ASCII grid file from an ArcInfo grid coverage).If you have an ArcInfo Grid coverage, you can convert this ArcInfo data to an ArcInfo ASCII grid file (that can be read into RiverCAD) using the following command:GRIDASCII in_grd grid.ascThe command above will save an ArcInfo ASCII Grid file called grid.asc that contains the data for each cell in in_grd in an ASCII grid file format. The VALUE attribute will be converted to the ASCII grid file format. Most of the time, this VALUE attribute will be elevation, so you will end up with an ASCII elevation grid.
If you have an ArcInfo Grid coverage, you can convert this ArcInfo data to an ArcInfo ASCII grid file (that can be read into RiverCAD) using the following command:
GRIDASCII in_grd grid.asc
The command above will save an ArcInfo ASCII Grid file called grid.asc that contains the data for each cell in in_grd in an ASCII grid file format. The VALUE attribute will be converted to the ASCII grid file format. Most of the time, this VALUE attribute will be elevation, so you will end up with an ASCII elevation grid.
Download Documentation on Using DEM Data for Creating DAMBRK Cross Sections (PDF File)Download Documentation on Using DEM Data for Creating DAMBRK Cross Sections (PDF File)File Size: 253831 bytesFile Date: Mon Aug 27 18:19:57 2001
BOSS RiverCAD and BOSS RMS (River Modeling System) can be used with DEM (Digital Elevation Map) data for creating BOSS DAMBRK cross sections. This document describes the steps necessary for creating DAMBRK cross sections from DEM data using BOSS RiverCAD and BOSS RMS.
To download WSP-2 check the box below and then click on the "Download Selected" button. An e-mail will be sent to you with the download link.
Download WSP-2 ProgramFile Size: 132972 bytesFile Date: Fri Sep 22 12:50:04 2006The Water Surface Profile 2 (WSP2) is a computer program to determine the flow characteristics such as water surface profiles, and head losses for a given set of stream and flood plain conditions.
Download WSP-2 ProgramFile Size: 132972 bytesFile Date: Fri Sep 22 12:50:04 2006
The Water Surface Profile 2 (WSP2) is a computer program to determine the flow characteristics such as water surface profiles, and head losses for a given set of stream and flood plain conditions.
To download the UNET v4.0 software, select the file by checking the box and click the "Download Selected" button. An e-mail will be sent to you with the download links.
Download UNET v4.0 Executable (ZIP File), Disk 1File Size: 1348319 bytesFile Date: Wed May 7 14:54:55 2003Download UNET v4.0 Executable (ZIP File), Disk 2File Size: 1228185 bytesFile Date: Wed May 7 14:58:04 2003Download UNET v4.0 Executable (ZIP File), Disk 3File Size: 772581 bytesFile Date: Wed May 7 14:59:57 2003This ZIP file contains the UNET v4.0 executable program. UNET simulates one-dimensional unsteady flow through a full network of open channels. In addition to solving the network system, UNET provides the user with the ability to apply sev
Download UNET v4.0 Executable (ZIP File), Disk 1File Size: 1348319 bytesFile Date: Wed May 7 14:54:55 2003
Download UNET v4.0 Executable (ZIP File), Disk 2File Size: 1228185 bytesFile Date: Wed May 7 14:58:04 2003
Download UNET v4.0 Executable (ZIP File), Disk 3File Size: 772581 bytesFile Date: Wed May 7 14:59:57 2003
This ZIP file contains the UNET v4.0 executable program. UNET simulates one-dimensional unsteady flow through a full network of open channels. In addition to solving the network system, UNET provides the user with the ability to apply sev