Hydropower Engineering

Intake Analysis

Engineers often need to consider a range of layouts for hydropower intake design.

Challenges with Intake Analysis

Engineers often need to consider a range of layouts for hydropower intake design. The optimal design can depend on a range of factors including the type, number and location of intake structures.

Aerial view of a hydropower dam and headpond in forested terrain. Aerial view of a hydropower dam and headpond in forested terrain.
Hydropower intake and headpond, Laos
EEMS Capabilities

EEMS allows various design alternatives to be accurately modeled for shear stress, velocity and depth to arrive at the best solution. New hydrodynamic options may be built rapidly and model outputs analyzed efficiently, providing the decision makers with a variety of graphical outputs with which to make an informed assessment.

Related Research

Simulating Hydraulic Structures in EEMS

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Covers the modeling capability underlying dams, intakes, and tailwater structures generally.

Equation-based Options in Hydraulic Structures

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Same rationale — configuration options for structure behavior applicable across all three sub-categories.

Movement of Lagrangian Particles across Hydraulic Structures

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Demonstrates particle tracking through structures, relevant to intake/tailwater flow behavior but not framed as either specifically.

Flow Lookup Tables in EEMS

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A structure-flow configuration feature usable for dam, intake, or tailwater setups.

EEMS Feature: Partial Flow Blocking

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Flow-blocking features relevant to structure operations generally, but not tied to a specific dam-break, intake, or tailwater case study.

Partial Depth Flow Blocking - Part 1

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Flow-blocking features relevant to structure operations generally, but not tied to a specific dam-break, intake, or tailwater case study.

Partial Depth Flow Blocking - Part 2

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Flow-blocking features relevant to structure operations generally, but not tied to a specific dam-break, intake, or tailwater case study.

Dam with mountains