'Outlet control' presentation slideshows

Design of Culverts

Design of Culverts. CE154 Hydraulic Design Lectures 8-9. Culverts. Definition - A structure used to convey surface runoff through embankments. It may be a round pipe, rectangular box, arch, ellipse, bottomless, or other shapes.

1.45k views • 64 slides

Outline of Presentation Topics

604 views • 51 slides

CTC 261 Culvert Basics

CTC 261 Culvert Basics. Objectives. Know the basic definition and types Know the basic types of culvert flow Know how to determine HW depth for inlet control. Hydraulic Design of Highway Culverts. USDOT/FHWA HDS 5 (highway design series #5) PDF available at:

1.23k views • 51 slides

Design of Open Channels and Culverts

Design of Open Channels and Culverts. Transverse Slopes. Removes water from pavement surfaces in shortest amount of time possible. Longitudinal Slopes. Gradient longitudinal direction of highway to facilitate movement of water along roadway. Drains. Along ROW Collect surface water.

913 views • 44 slides

Design of Culverts

Design of Culverts. Culvert Design - Basics. Top of culvert not used as pavement surface (unlike bridge), usually less than 7 m span > 7m use a bridge Three locations Bottom of Depression (no watercourse) Natural stream intersection with roadway (Majority)

949 views • 31 slides

30 Min Culvert Design

30 Min Culvert Design. Jered Carpenter Region 3 Roadway Design. Design Steps. Step 1) Gather hydrological & site specific data Step 2) Assume culvert size Step 3) Find headwater depth for trial size Step 4) Try another size Step 5) Compute outlet velocity

1.42k views • 21 slides

30 Min Culvert Design

30 Min Culvert Design. Jered Carpenter Region 3 Roadway Design. Design Steps. Step 1) Gather hydrological & site specific data Step 2) Assume culvert size Step 3) Find headwater depth for trial size Step 4) Try another size Step 5) Compute outlet velocity

594 views • 21 slides

CTC 261 Hydraulics Culvert Design Form

CTC 261 Hydraulics Culvert Design Form. Objectives. Know how to use the culvert design form to evaluate and size simple culverts. Definitions. HW o =Headwater depth above outlet invert. Step 1. Summarize all known data and select a preliminary culvert size, shape and entrance type.

364 views • 13 slides

Cross-drainage systems: Culverts Gupta, Chapter 14, pp 722-731

Cross-drainage systems: Culverts Gupta, Chapter 14, pp 722-731. Purpose Design objective Design parameters Design Procedure Regime Classification Examples. PURPOSE. Pass natural stream flows or runoff under roadways Outlet for detention basins.

146 views • 12 slides