CE 3211 Open Channel Hydraulic Design Assignment

CE 3211 Open Channel Hydraulic Design Assignment

Table of Contents

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Instructions  

CE 3211 Open Channel Hydraulic Design Assignment

TO: Dr. Seema C. Shah-Fairbank

FROM: Name

SUBJECT: CE 3211 – Open Channel Hydraulic Design

Introduction

• Introduce the over project
• Provide a general overview and purpose of the design.
• Provide a figure of the project site (Remember to label the figure)
• Outline the equations that will be used in the analysis (Critical Depth, Normal Depth, Culvert equations, and Freeboard). Remember to number the equations and explain the purpose of all equations.

existing channel analysis

• Introduce the existing channel. Provide any constraints that need to be accounted for
• Provide the dimensions and flowrate at CP3. Refer to a figure that shows the channel.
• Provide a summary table of the results. Explain the main results.
• Provide a plan view, profile view and cross section view of the channel. It is recommended to do this in CADD

north channel analysis and design

• Introduce the North Channel. Provide any constraints that need to be accounted for.
• Provide the dimensions and flowrates that will be used.
• Provide a summary table of the results. Explain the main results.
• Provide a plan view, profile view and cross section view of the channel. It is recommended to do this in CADD

east channel analysiS and design

• Introduce the East Channel. Provide any constraints that need to be accounted for.
• Provide the dimensions and flowrates that will be used.
• Provide a summary table of the results. Explain the main results.
• Provide a plan view, profile view and cross section view of the channel. It is recommended to do this in CADD

culvert analysiS design

• Introduce location of culvert and refer to a figure their location.
• Provide the dimensions and flowrates that will be used for the culvert.
• Provide a summary table of the results. Explain the main results.
• Provide a plan view, profile view and cross section view of the culvert. It is recommended to do this in CADD

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