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Open Channel Hydraulics III: Sharp-Crested Weirs

COURSE NO: C03-106V
PDH CREDIT: 3
Open Channel Hydraulics III: Sharp-Crested Weirs
Note: This PDH course is a recorded video presentation.
Course Highlights

This online engineering PDH video presentation is devoted to the more widely used sharp-crested weir.  It places emphasis on the calculations used to measure for flow rate in various types of sharp-crested weirs. It presents guidelines for the installation, measurement and use of sharp-crested weirs in open channels.

 

A weir is basically an obstruction in an open channel flow path.  Weirs are commonly used for measurement of open channel flow rate.  A weir functions by causing water to rise above the obstruction in order to flow over it.  The height of water above the obstruction correlates with the flow rate, so that measurement of the height of the flowing water above the top of the weir can be used to determine the flow rate through the use of an equation, graph or table.  The top of the weir, which is used as the reference level for the height of water flowing over it, is called the crest of the weir.  Weirs are typically classified as being either sharp-crested or broad-crested.

 

This 3 PDH online video presentation is intended primarily for civil, hydraulic, highway, environmental, chemical, mechanical, and industrial engineers, who are interested in learning more about open channel hydraulics.

Learning Objectives

This PE continuing education video presentation is intended to provide you with the following specific knowledge and skills:

  • Familiarizing with standard terminology used in conjunction with sharp-crested weirs for open channel flow measurement
  • Applying the Kindsvater-Carter equation to calculate the flow rate over a suppressed rectangular weir for given head over the weir and weir dimensions
  • Applying the Kindsvater-Carter equation to calculate the flow rate over a contracted rectangular weir for given head over the weir and weir dimensions
  • Knowing the conditions required in order to use the equation, Q = 2.49H2.48, for calculating the flow rate over a V- notch weir for given head over the weir and weir dimensions
  • Applying the Kindsvater-Carter equation to calculate the flow rate over a V-notch weir for notch angles other than 90o, given head over the weir and weir dimensions
  • Familiarizing with the installation and use guidelines for sharp-crested weirs for open channel flow measurement
Course Document

For this professional engineering CEU course, you will need to watch the video presentation titled, “Open Channel Hydraulics III: Sharp-Crested Weirs”. To access the video presentation, you will need to log in or register and purchase the course.  Following course purchase, please click on the link provided in your account history to view the video presentation. The duration of the video presentation is approximately 101 minutes.

Please note that you will be watching the video presentation via YouTube or another video streaming platform which will be streaming though CEDengineering.com.
Course Quiz

Once you are finished watching the PDH video presentation, you will need to close or minimize the video portal to return to your account and click on “Take Quiz”. You will need to take a multiple-choice quiz consisting of twenty (20) questions to earn 3 PDH credits. The quiz will be based on this video presentation.

The minimum passing score is 70%. There is no time limit on the quiz, and you can take it multiple times until you pass at no additional cost.
Certificate of Completion

Upon successful completion of the quiz, print your Certificate of Completion instantly. (Note: if you are paying by check or money order, you will be able to print it after we receive your payment.) For your convenience, we will also email it to you. Please note that you can log in to your account at any time to access and print your Certificate of Completion.

To buy the course and access the video presentation, please click on: