Issue No. 17
The purpose of the Coastal Hazard Mailing List is to provide up-to-date coastal flood hazard information pertinent to the Federal Emergency Management Agency and the National Flood Insurance Program. Subscribers will receive new mailings on a monthly basis.
This and the previous (August 2002) Coastal Hazard Listserv bulletins will address the CHAMP modeling and coastal engineering data preparation techniques typically associated with determining coastal flood hazards for a non-restricted fetch (open ocean) wave height-dominated case. A general description of data requirements for coastal flood hazard analyses was provided in the July 2002 bulletin, and should be referred to prior to starting this exercise.
In this month's bulletin we will discuss the methodologies for determining several coastal parameters for this non-restricted fetch (open ocean) wave height dominated case, including:
The complete inundation of the barrier island during the 1% annual chance coastal flood does not allow for the development of wave runup. As a result, wave runup will not be considered in the mapping of the coastal flooding.
Previously, several coastal modeling methodologies were discussed for this case in the August 2002 bulletin, including:
Please download the zipped file named 'ch_sep02.zip' by clicking here. It includes a CHAMP database which has been developed in entirety. This completes the zipped file of the same name presented in the August 2002 bulletin. For this month's bulletin:
In both cases, the previously named files of the same name should be overwritten. The openoceancase.mdb database can be opened by clicking on the 'Open' button on the CHAMP main menu button bar.
Additional WHAFIS input information is included in the CHAMP Module 4 - Wave Height Analysis data input window, including:
The results of the WHAFIS modeling include the following: a Zone VE to Station 233 (i.e., 233 ft landward of Station 0); a Zone AE to Station 1303. Landward of Station 1303, the transect crosses the backbay which is not being modeled in this case.
Primary Frontal Dune (PFD)
The landward limit of the PFD, also known as the toe of the dune, occurs at a
point where there is a distinct change from a relatively steep slope to a relatively mild slope. The PFD toe represents the
landward extension of the Zone VE high hazard velocity zone. In the CHAMP database, the PFD toe can be selected in the 'Adjusted Graph'
section of 'Module 2 - Transect Data Entry and Editing'. In this section, select 'Landward Toe (PFD)' from the 'Graph' drop down menu.
The Landward Toe of the PFD for this transect is situated at Station 377.
Mapping
As discussed above and shown in Figure 1 below, the PFD landward toe of the PFD is located at Station 377,
which is the controlling factor of the Zone VE (the wave-based Zone VE as determined from WHAFIS is located at Station 235,
which is seaward of the PFD toe). Thus, a Zone VE will be mapped to Station 377. A base (1% annual chance) flood elevation
of 12 feet (based on WHAFIS) will be used for this zone. The remainder of the coastal flood hazard mapping will be based on
the WHAFIS output as shown in Figure 2, and will include:


Available FEMA web site links regarding hurricane information are provided below:
The Coastal Flood Hazard Technical Resources Page is now available via the internet at: http://www.fema.gov/plan/prevent/fhm/en_cfhtr.shtm. This page is a resource for all coastal flood hazard information pertinent to FEMA and the NFIP, including technical modeling and mapping applications such as FEMA Guidelines and Specifications, FEMA accepted coastal models, and the Coastal Hazard Analysis Modeling Program (CHAMP). This site will be updated with additional topics in the near future.
Click here to view the archive page for all Flood Hazard Mapping listservs.
Last Modified: Friday, 22-Jun-2007 11:57:20 EDT