TSK-000056 · Action
Stormwater Hydraulic and Reinforced-Channel Design Criteria
Explore the capability, case, and equipment connections for this activity.
Activity Detail
Used roof area of 175 ft x 50 ft, 6 in/hr rainfall intensity, 4,375 cu ft/hr runoff, five 4 in x 5 in downspouts, 135-ft channel, 12 in width, 18-24 in depth, 4 percent slope, #4 rebar, 4000-5000 psi concrete, 8 in stone base, stainless debris screens, five-step weir, riprap / gabion base, and outlet basin details.
Case Context
Civil and Hydraulic Design Detail ↗Project Context
PRJ-A-033 · Drainage and Erosion-Control Project Overview ↗Capabilities
- Design Maintainable Debris ScreensRecorded application
Why these connect
The source model links this activity to the capability.
- Develop Weirs and Energy-Dissipation DetailsRecorded application
Why these connect
The source model links this activity to the capability.
- Estimate Roof Runoff and Design ScenariosRecorded application
Why these connect
The source model links this activity to the capability.
- Size Drainage Conveyance and Roof InterfacesRecorded application
Why these connect
The source model links this activity to the capability.
- Specify Concrete Foundations and RestorationRecorded application
Why these connect
The source model links this activity to the capability.
Systems & Equipment
All Portfolio Connections
All portfolio connections (12)
- Civil, Structural, Concrete, and Site Engineering — Application Review Review artifact
- Stormwater, Drainage, and Erosion Control — Application Review Review artifact
- Design Maintainable Debris Screens Recorded application
- Develop Weirs and Energy-Dissipation Details Recorded application
- Estimate Roof Runoff and Design Scenarios Recorded application
- Size Drainage Conveyance and Roof Interfaces Recorded application
- Specify Concrete Foundations and Restoration Recorded application
- Stormwater Hydraulic and Reinforced-Channel Design Criteria ↗ Existing portfolio connection
- Drainage and Stormwater ↗ Existing portfolio connection
- Building Envelope ↗ Existing portfolio connection
- Drainage and Erosion-Control Project Overview Existing portfolio connection
- Civil and Hydraulic Design Detail Existing portfolio connection
Project Ownership and Delivery Context
Owned the full project lifecycle: capital planning and prioritization, need definition, feasibility and scope development, engineering and AFE justification, procurement and vendor coordination, construction sequencing and field oversight, commissioning, turnover, and post-startup support. Connected operating requirements with technical scope, funding decisions, execution readiness, and the needs of operations and maintenance.
Developed the reinforced channel, debris screens, five-step weir, outlet basin and stabilization scope. Curbing, grading, landscaping and wastewater-collection interfaces were coordinated with the work. The system reduced sediment carry by more than 90 percent while providing a maintainable runoff path.
Related Analysis and Application Artifacts
- Civil, Structural, Concrete, and Site Engineering — Application ReviewCapability application review
- Stormwater, Drainage, and Erosion Control — Application ReviewCapability application review