THis HEC-RAS model is the original MEI Model given to BHI post
Value Engineering session and final edits.

THis model was developed for FEMA in order to satisfy their latest letter
dated October 12, 2005.  Per conversations with MBI, they are requesting a 
truncated existing conditions floodway model in order to compare changes 
in the BFE's with our previously submitted truncated proposed conditions 
floodway model.

BHI will truncate the model 2 cross sections downstream of the previous tie-in 
(xs 4825), and stop the model truncation at the upstream tie-in XS 
of 10631.  This is per direction of MBI.

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THerefore, this model will include new flow plans that will consist of only the 
following data:

Q100=14890 cfs

with the downstream KNOWN WSEL of XS 4369.
THis will be done in order to tie in at the current loaction of FEMA XS K.

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Delivery Files saved at: P\050019\Hydro\reports\CLOMR\RevDatatoFEMA\Tijeras-EXTruncMod

WORKING PROJECT DIRECTORY:

P:\050019\Hydro\reports\CLOMR\RevDatatoFEMA\Tijeras-EXTruncMod

All models run in HEC-2 Mode

Existing Floodway Model - Floodway Model

Project:    TijerasT1.prj
Plan:       TijerasT1.p08
Geometry:   TijerasT1.g05
Flow:       TigerasT1.f07




















P:\050019\Hydro\reports\CLOMR\RevDatatoFEMA\Tijeras-EXTruncMod\readme.txt