Department of Civil Engineering, Colorado State University

CIVE 612

Open-Channel Flow

Spring 2013
T. K. Gates, Instructor

"Flow conditions in open channels are complicated by the fact that the position of the free surface is likely to change with respect to time and space and also by the fact that the depth of flow, the discharge, and the slopes of the channel bottom and of the free surface are interdependent."
Ven Te Chow


Course Syllabus

"Engineering is the art of organizing and directing men and controlling the forces and
materials of nature for the benefit of the human race.
Henry G. Stott 1907

Homework Assignments

"When solving problems, dig at the roots instead of just hacking at the leaves." Anthony J. D'Angelo

Assignment 0
Assignment 1

Assignment 2
Assignment 3
Assignment 4
Assignment 5

Special Computer Model Assignment

Homework Solutions

"Each problem that I solved became a rule which served afterwards to solve other
" Rene Descartes

Assignment 2 Solutions

Assignment 3 Solutions

Assignment 4 Solutions

Assignment 5 Solutions


"It is a capital mistake to theorize before one has data. Insensibly one begins to twist
facts to suit theories, instead of theories to suit facts.
" Sir Arthur Conan Doyle

Columbia River Hydraulic Geometry
Red River Hydraulic Geometry

Computer Models

"Models are to be used, but not to be believed" M. Theil

SECPROP Program and Files (Compressed)
HEC-RAS 3.1 Files (Self-Extracting Zip File)
PROCAN Demo Program and Files (Compressed)

HEC-RAS Steady Flow Examples (Self-Extracting Zip File)

HEC-RAS Unsteady Flow Examples (Self-Extracting Zip File)


"One picture is worth a thousand words." Fred R. Barnard

Uncertainty in Open-Channel Flow Modeling


Papers on Uncertainty in Open-Channel Flow Modeling

Stochastic Variability of Fluvial Hydraulic Geometry

Spatiotemporal Stochastic Open-Channel Flow I

Spatiotemporal Stochastic Open-Channel Flow II

Optimal Irrigation Delivery System Design Under Uncertainty

Stochastic Design of Hydraulic Structures in Irrigation Canal Networks

Papers on Uncerainty in Water Resources Systems Analysis

Assessing Unertainty in Mass Balance Calculation of River Nonpoint Source Loads

Strategic River Water Quality Planning Using Calibrated Stochastic Simulation

Integration of Water Quantity and Quality in Strategic River Basin Planning

Planning Reservoir Operations with Imprecise Objectives

Variability in Perceived Satisfaction of Reservoir Management Objectives

Applying the Principles of Systems Analysis

Gradually-Varied Flow Profiles in Prismatic Open Channels

Data on Hydraulic Resistance in Open Channels
HEC-RAS User's Manual (Self-Extracting Zip File)
HEC-RAS Hydraulic Reference Manual (Self-Extracting Zip File)

"You could not step twice into the same river; for other waters are ever flowing on to you."
Heraclitus of Ephesus
Last Modified 21-Jan-2013