Flood Hazard Mapping
- New Mailing Lists
- Updated Numerical Models
- Expiration Date for MT Forms Extended
- Proposed Rule for Future Conditions Hydrology Published
- New HEC-RAS Use Policy
- Congaree River Appeal Resolution
- Guidance Regarding the Recent Changes to Part 65 of the NFIP Regulations
- Flood Protection Restored for Parts of Five Communities in California
- MT Forms Expiration Date
- Forms, Documents, and Software Main Page
- Using GIS, DFIRM, and Other Data for Sample Community Applications
- Map Modernization Progress Report for 2000-2001
- Guidance for Scoping Flood Mapping Projects
- Update on Congaree River Flood Hazard Mapping Restudy
- Standard DFIRM Database Information Updates
- Coalition Details
- RASPLOT
- Updated RASPLOT and cHECk-RAS Guidance
- Huntington Beach, California, Floodplain Reduced
- Draft Comprehensive Guidelines and Specifications for Flood Hazard Mapping Partners
- FEMA Receives Outstanding Civil Engineering Achievement Award for Illinois DFIRM Project
- List of Numerical Models Accepted by FEMA for NFIP Usage Recently Updated
- Supporting Technical Documentation for Acceptable Models Now Available for FLDWAV, MIKE21, and SWMM
- Latest Compendium of Flood Map Changes
- MT Forms Expiration Date Extended
- Standard Flood Hazard Determination Form Extension Sought
- Flood Protection Restored for Los Angeles River; LOMRs Issued for 12 Communities in California
- Final Rule for Future-Conditions Hydrology Published
- Coastal Tutorial Featuring CHAMP
- Automated Hydraulics and Hydrology
- Mitigation Resources for Success CD (FEMA 372)
- Huntington Beach Floodplain Reduced by Santa Ana River Mainstem Project
- Coastal Hazard Analysis Modeling Program, Version 1.1
- Mapping Needs Update Support System State Profiles
- Los Angeles River Map Revision Information
- Updated Listing of Numerical Models Accepted by FEMA for National Flood Insurance Program (NFIP) Usage
- Supporting Technical Documentation for Acceptable Models
- MT Forms
- Guidelines and Specifications for Flood Hazard Mapping Partners
- Woodland and Yolo County, California, Maps Revised as a Result of Cache Creek Restudy
- MT Forms
- Enhanced DFIRM Database
- MT-EZ Forms
- Site Redesign
- Iberia Parish, Louisiana, Map Revision
- New Fee Schedule Effective in September
- Site Redesign
- FHM Website Wins Golden Web Award from the I.A.W.M.D.
- Floodplain Modeling Manual: HEC-RAS Procedures for HEC-2 Modelers
- Flood Hazard Mapping Web Site Receives AAWM Gold Award
- Standard DFIRM Database Specifications Updated
- Updated MT-1 and MT-2 Forms
- Accepted Numerical Models List for NFIP Usage
- Coastal Flood Hazard Technical Resources Page
- Windows version of the National Flood Frequency Program
cHECk-RAS
- Why should I know how to use cHECk-RAS?
- Discussion of Manning's "n" and contraction/expansion coefficients
- Water-surface elevation of lower discharge is higher than the water-surface elevation of higher discharge
- Computation of encroachment stations at structures
- Determining abutment stations of a bridge where the low chord line may cross the ground line
- Relationship among the Abutment Stations, Ineffective Flow Stations, and Encroachment stations at a Bridge
- Continuation of October 2001 Topic
- Negative Surcharge and the Selection of the Bridge Modeling Approach
- Encroachment stations are not computed at a structure with weir flow
- Computing encroachment stations at a structure with weir flow
- Encroachment stations are specified within the channel bank stations
- Encroachment Method is not specified at a cross section
- Second case for the message, FW EM 01: Encroachment Method is not specified at a cross section
- Encroachment Method ____ is used
- Second Case for the message, FW EM 02: Encroachment Method ____ is used
- FW EM 04: Target surcharge value is equal to zero
- FW EM 05: Target surcharge value of ___ is greater than the allowable surcharge value of ___.
A target surcharge should be specified greater than 0.00 but no more than the allowable surcharge value
Coastal Hazard Mapping
- Welcome to the Coastal Hazard Mailing List
- Guidelines and Specficiations for Wave Elevation Determination and V Zone Mapping
- Coastal Models Accepted by FEMA and NFIP for Usage
- Introduction to the Coastal Hazard Analysis Modeling Program (CHAMP)
- Schedule of CHAMP Database Development
- Development of Program 1 - Transect Description/Parameter Entry
- Helpful Hint
- Development of CHAMP Program 2 - Transect Data Entry and Editing
- Introduction to CHAMP Graphics
- Development of Program 3 - Erosion Treatment
- Helpful Hint
- CHAMP Survey
- CHAMP Program 4 - Wave Height Analysis
- Helpful Hints for CHAMP Program 4
- CHAMP Program 5 - Wave Runup Analysis
- Helpful Hints for CHAMP Program 5
- CHAMP Program 6 - Summary Tables and Graphics for Mapping
- Graphics Controls
- Help Menu
- Conferences Addressing Coastal Hazard Concerns
- CHAMP Tutorial to be Available on Web
- Operational Error Found in CHAMP
- Version 1.1 of CHAMP
- CHAMP Enhancement Database Maintenance
- FEMA Flood Hazard Mapping Websites
- Coastal Training Opportunities
- Guidelines and Specifications for Wave Elevation Determination and V Zone Mapping
- Draft Guidelines and Specifications for Flood Hazard Mapping Partners
- National Flood Insurance Program Regulations
- MT-2 Forms
- Coastal Barrier Resources System
- Solutions to Coastal Disaster Conference
- FEMA Map Service Center
- FEMA-Accepted Coastal Numerical Models Websites
- FEMA Technical Bulletins
- Environmental Laws and Executive Orders Relating to FEMA-Assisted Coastal Projects
- Introduction/Upcoming Coastal Hazard Bulletin Topics
- CHAMP Graphic Export Capabilities
- Coastal Construction Manual - FEMA Publication Number 55CD available
- Data Requirements for Coastal Flood Hazard Analyses
- CHAMP Application - Open-Ocean Wave Height-Dominated Case
- Hot Topic #1 - Coastal Flood Insurance Rate Determination
- Hot Topic #2 - ADCIRC Accepted for Hilton Head, South Carolina
- CHAMP Application - Open Ocean Wave Height Dominated V Zone case (cont.)
- Hot Topic #1 - Hurricane information on the FEMA web site
- Hot Topic #2 - FEMA Coastal Flood Hazard Technical Resources Page
National Flood Frequency
- Welcome to the NFF Mailing List
- Introduction to the NFF Program and USGS Regression Equations
- Applicability of the Regression Equations
- Advantages and Limitations of the Regression Equations
- The Use of USGS Regression Equations for NFIP purposes
- The Criteria for Using Discharges Computed Using USGS Regression Equations for NFIP Purposes
- Discussion on USGS Regression Equations and the NFF Program
- Revisions to the USGS Regression Equations Since the NFF Software was Released
- Locations from Which to Obtain the NFF Program and USGS Regression Equation Documentation
- Discussion on USGS Regression Equations and the NFF Program
- Unusual Parameters of USGS Regression Equations and How to Obtain Them
- Discussion on USGS Regression Equations and the NFF Program
- Unusual Parameters of USGS Regression Equations and How to Obtain Them - Part 2
- Discussion on USGS Regression Equations and the FHH Program
- Unusual Parameters of USGS Regression Equations and How to Obtain Them - Part 3
- Discussion on USGS Regression Equations and the NFF Program
- Examples in Which USGS Regression Equations are Used for NFIP Purposes
- Discussion on USGS Regression Equations and the NFF Program
- How to Treat "State Line Faults" (Basins Lying in More Than One State)
- Discussion on USGS Regression Equations and the NFF Program
- Estimating Drainage Area and Cross Sections From USGS Topo Maps
- Discussion of USGS Regression Equations and the NFF Program
- Measures of Accuracy in NFF
- Discussion of USGS Regression Equations and the NFF Program
- Weighting NFF Results with Observed
- Discussion of USGS Regression Equations and the NFF Program
- Estimation of Extreme Floods
- Discussion of USGS Regression Equations and the NFF Program
- Flood Hydrograph Estimation Using NFF
- Discussion of USGS Regression Equations and the NFF Program
- Urban Flood Hydrograph Estimation Using NFF
- Discussion of USGS Regression Equations and the NFF Program
- Southwestern United States Equations
- Discussion of USGS Regression Equations and the NFF Program
- NFF Versions 3.0 and 3.1
Quick-2
- Welcome to the Quick-2 Mailing List
- Why should I know how to use Quick-2?
- Ensuring Quick-2 is loaded and running properly
- Use of Quick-2 in preparing a CLOMR-F
- Using Quick-2 to determine a BFE using the irregular channel, normal depth feature
- Running multiple analysis using different n-values and discharges
- Viewing rating curves and cross section plots
- Creating a backwater profile and determining BFEs using the step-backwater feature
- Viewing rating curves and cross section points
- Determining of a property is in or out of the floodplain
- Determining the BFE of and irregular channel at three different cross sections
- Running multiple analyses using different discharges
- Viewing the rating curves and cross section plots
- Examining the channel capacity of a circular channel
- Examining the channel capacity of a circular channel - Part 2
- Using the Quick-2 program to complete a HEC-2 run
- Using the Quick-2 program to determine the channel capacity of a Triangular Channel
- Using the Quick-2 program to determine normal depth in an irregular channel that has a supercritical flow
- Using the Quick-2 program to determine the channel capacity of a rectangular channel and to test the sensitivity of the manning's n-values
- Using the Quick-2 program to determine if the flow of a circular channel can be contained in the channel or not
- Using the Quick-2 program to compute Base Flood Elevations (BFEs) using step-backwater analysis
RASPLOT
The latest version of RASPLOT, Version 3.0 Beta, replaces RASPLOT Version 2.5 and resolves all known issues identified from RASPLOT 2.5. For more information on RASPLOT 3.0 see the User Guide or download.
- Welcome to the RASPLOT mailing list
- Problems Creating the RASPLOT Database
- Need two or more flood profiles
- Problems Creating the RASPLOT Database - HEC-RAS report generated incorrectly
- Creating a New Database
- Using RASPLOT to Create a Profile from a Hydraulic Model That is Not HEC-2 or HEC-RAS
- Manually Adding a Panel in RASPLOT
- FAQ's Answered
- RASPLOT Example with a HEC-2 Model
- Upcoming RASPLOT Release Enhancements and New Functionality
- DFX Editor: Zoom and Snap Options
- DFX Editor: Ortho On/Off and Draw Tools
- DFX Editor: Modify Tools (Part 1)
- DFX Editor: Modify Tools: Trim (Part 2)
- DFX Editor: Modify Tools: Extend and Break (Part 3)
- How To Use the DXF Editor: Modify Tools (Part 4): Fillet & Offset
- How To Use the DXF Editor: Block
- Pre-installed Blocks in the DXF Editor
- Example of Using a Pre-installed Block: BACKWATER
Last Modified: Friday, 15-Jun-2007 11:57:20 EDT