The Environmental Forces
Hydraulic flood modeling
We model water surface elevation, depth, and velocity for 2- through 100-year return period flood events to predict peak stress loads.
Total Scour Analysis
We calculate the maximum potential scour depth by combining General Scour (limiting velocity), Local Bend Scour (Lacey method), and Dune Scour (bed-form migration)
debris impact
We specifically model scour depth with and without Large Woody Debris (LWD), as debris accumulation is often the tipping point for pipeline exposure.

the decision matrix
Validating Existing Mitigation
We don’t just recommend new fixes; we verify old ones. Our surveys assess the condition of existing countermeasures—such as concrete matting or riprap—to determine if they are still intact or effective.



Quantified Risk Scoring
We assign a Total Risk Score to every crossing. This allows you to categorize your assets objectively.
The crossing shows no immediate signs of instability. Bank failure is rated as “Unlikely” or “Rare,” and the pipeline has sufficient depth of cover.
- Action Required: Continue routine inspections at standard intervals.
The site exhibits specific stressors, such as the accumulation of Large Woody Debris (LWD) or early signs of bank migration, but the pipeline is not yet compromised.
- Action Required: Event-Based Monitoring. Trigger inspections immediately following flood stages or extreme weather.
The asset is facing “Likely” or “Almost Certain” bank failure, or scour predictions indicate imminent exposure or spanning.
- Action Required: Immediate Intervention. Mobilize for detailed engineering design.
Tailored Solutions
We match the solution to the specific physics of the site:
- Armoring & Stabilization
- Concrete matting, riprap, cross-channel structures, etc.
- Asset Modification:
- Pipeline lowering, structural supports, etc.
- Hydraulic Management
- Debris management, channel realignment, etc.





