Workshop #3¶
Report Format¶
Started
Executive Summary (0-percent)
Introduction
50-percent complete, pending slacker terminations
Purpose
90-percent complete
Watershed Description
50-percent complete
Delineation (95-percent)
95-pecent
Soil Properties (90-percent)
Pretty much done
Crossing Description (99-percent)
Existsing
Proposed (4-bbl 6X6 box culvert system)
Hydrology (50-percent)
Design Risk Level
4%-Design
Needs to convey without innundating road
1%-Czech Flood
To see where the innundation level is and who is gonna sue us
Design Storms
NOAA Atlas 14 (24 hr, 6 hr)
Hyetyograph by …..
Computer Model HEC-HMS (50-percent)
Catchments (3)
Reaches (3, Lag, or Muskingum-Cunge) , Junction (1), Reservoirs (3, Depth-Something ….), Sink (Kitchen)
Loss (3, one per catchment), Transform (3, one per catchment)
Precipitation Gages (2)
1-Existing,2-Proposed (Downstream Reservoir - something)
Results (10-percent)
Interpretation, Recomendation ,Conclusions
References
Exhibits
Data Tables¶
Presentation (10 minutes)¶
Introductions
Outline
Problem Statement
Current Condtions
Delineation for model
Soil Properties
Depth-Something …
Why Reservoirs
Proposed Conditions
Design Hydrology
Risk Level
Storms
Rainfall-Runoff (CN)
HEC-HMS
Layout
Results (before, after) (risk levels == design, check flood)
Interpret Results
Conclusions and Recomendations
Questions?