Computer · Canal Design
For a prismatic irrigation canal having a bed slope S, hydraulic radius R, and Chezy's coefficient C, Chezy's formula for computing the average velocity of flow (v) is given as:
- 1v = C√RS✓
- 2v = C√SR
- 3v = 1C√RS
- 4v = C√RS
Correct answer
v = C√RS
Download Single Question PDF
Save this question and verified answer as a clean study sheet with live clickable link.
Share with Friends & Study Groups
Challenge your peer aspirants on WhatsApp or Telegram to solve this question!
Preparing for Computer?
Practice full-length mock tests with real exam timers, instant score analysis, and all-India ranking.
Want more practice questions on Canal Design?
Solve complete topic-wise tests with detailed solutions on GkGet.
Related Practice Questions
Recommended practice questions in Computer · Canal Design