|
|
|
|
Work Status:Preliminary layout is done. Spread is contained within shoulders. Engineering Review Needed on:I am confident in the hydraulic numbers (I know HEC-22 pretty well), I do not have confidence in the validity of the engineering or placement assumptions I've made. Examples: Where spillways are used, are the physical characteristics appropriate: local depression, cross-slope, capacity limits, bypass assumptions, etc.
Remaining Work to be Performed:see the To Do Page Design was performed in InRoads Storm&Sanitary!S&S makes extensive use of 3D Digital Terrain Models, in InRoads format. CAiCE-generated surfaces vary in level of detail (20-meter sections tend not to provide enough information). I the primary design surface is used was santafe_KC_breaklines.dtm, which came from CAiCE surface limits (kudos to Israel for a good model!). Based on profiles, there are a number of inlet grates that need to be adjusted vertically; the elevation uncertainties don't alter the validity of the horizontal locations. Assumptions:
Red Flags:
|
The files in the P:/11-23580/Users/Jeff folder were created by Jeff Martin
of CH2MHill
|