ASDSO Dam Safety Toolbox

Hydraulics: Difference between revisions

From ASDSO Dam Safety Toolbox
Jump to: navigation, search
No edit summary
No edit summary
Line 48: Line 48:




{| class="wikitable" style="background-color:#F0F8FF;" style="border-style: none"
{| class="wikitable" style="background-color:#F0F8FF"  
|colspan="3"; style="text-align:left;"|'''This page is maintained by the following ASDSO volunteers:'''
|colspan="3"; style="text-align:left;"|'''This page is maintained by the following ASDSO volunteers:'''
|-  
|-  

Revision as of 22:21, 26 January 2023


Analysis of spillway hydraulics using Computational Fluid Dynamics (CFD).

The hydraulic design of a dam includes a knowledge of the following foundational topics: pressurized and free-surface flow, uniform flow, gradually and rapidly varied flow, steady and unsteady flow, energy and momentum principles, energy losses, and cavitation. [1]

Types of Evaluations

Types of Hydraulic Modeling

Selection of either a one-, two-, or three-dimensional hydraulic model is necessary depending on both the complexity of the flow conditions and the level of accuracy required of the model. Hydraulic modeling helps to attain a higher-optimized level of operation of the dam and reduce uncertainty.

“Maintaining the high efficiency of a spillway requires careful design of the spillway crest, the approach configuration, and the piers and abutments. For this reason, when design considerations require departure from established design data, model studies (or three-dimensional computer models) of the spillway system should be accomplished”. Physical model studies or three-dimensional Computational Fluid Dynamics (CFD) models are recommended to confirm any design that involves complex geometric considerations and/or large discharges and velocities. [1]

Best Practices Resources

Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022

Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019

Federal Guidelines for Inundation Mapping of Flood Risks Associated with Dam Incidents and Failures (FEMA P-946), FEMA, 2013

Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94), FEMA, 2013

Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1992

Design of Small Dams, USBR, 1987

Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602), USACE, 1980

Trainings

On-Demand Webinar: Hydraulics 101: Intro to Hydraulics for Dam Safety

On-Demand Webinar: Hydraulics 201 for Dam Safety

On-Demand Webinar: Inlet and Outlet Hydraulics for Spillways and Outlet Structures

On-Demand Webinar: Designing Spillways to Mitigate Failure Modes

On-Demand Webinar: Introduction to Addressing Inadequate Conveyance Capacity at Dams


Citations:


This page is maintained by the following ASDSO volunteers:
Subject Matter Expert: Paul Schweiger, P.E. pschweiger@gfnet.com
Web Editor: Riley Manwaring rmanwaring@gfnet.com



Revision ID: 6462
Revision Date: 01/26/2023