SEARCH RESULTS:
Module 2 Pipe flow 4. Flow Under Varying Head
Copyright Notice
2.4 Flow under varying head
Intended Learning Outcomes
Recap: discharge-head effects
Time required to empty a reservoir
Uniform Cross Section
Q varies as h decreases
Substituting QA
Uniform Cross Section: Example 7.1
Example 7.3: Variable x-section
Reservoirs with varying slope
Reservoirs with varying slope
Example 7.4
Caution: slice method is rough!
Testing accuracy of slice method
Flow between two tanks
Flow between two tanks
A little integration
Integration
Summary
---
