TSK-000358 · Action
Drainage Geometry and Hydraulic Design Criteria
Explore the capability, case, and equipment connections for this activity.
Activity Detail
Defined drainage design criteria: 545 GPM design basis, 135-ft reinforced concrete channel, 1-ft channel width, 12-in depth, 4% slope, #4 rebar, 8 in x 8 in stainless gutters with five 4 in x 5 in downspouts, 85 ft x 4 ft x 2 ft Phase 1 void, and 445 anchor.
Case Context
Drainage, Weir and Debris-Screen Design Details ↗Project Context
PRJ-A-033 · Drainage and Erosion-Control Project Overview ↗Capabilities
- Plan Foundation Stabilization and Phased AccessRecorded 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.
All Portfolio Connections
All portfolio connections (8)
- Civil, Structural, Concrete, and Site Engineering — Application Review Review artifact
- Stormwater, Drainage, and Erosion Control — Application Review Review artifact
- Plan Foundation Stabilization and Phased Access Recorded application
- Size Drainage Conveyance and Roof Interfaces Recorded application
- Specify Concrete Foundations and Restoration Recorded application
- Drainage Geometry and Hydraulic Design Criteria ↗ Existing portfolio connection
- Drainage and Erosion-Control Project Overview Existing portfolio connection
- Drainage, Weir, Debris Screen, Outlet Basin, and Phase 1 Remediation 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