CE 356 Hydraulics, Fall 2004
Review for Second Exam
The material is classified according to Bloom’s Taxonomy of Educational Objectives:
|
Level |
Title |
Meaning |
|
1 |
Knowledge |
Definitions, facts, formulas |
|
2 |
Comprehension |
Explanation of definitions, formulas, problem solving procedures |
|
3 |
Application |
Know how to use a formula or procedure to solve simple problems |
|
4 |
Analysis |
Break down a complex problem and solve by steps |
|
5 |
Synthesis |
Derivation of basic formulas, design of new systems |
|
6 |
Evaluation |
Advantages and limitations of alternative approaches |
Lectures
|
Lecture |
Topic |
Level |
|
1 |
Open channel flow, uniform flow, Manning’s equation |
4 |
|
2 |
Normal depth, specific energy, critical depth |
5 |
|
3 |
Flow in trapezoidal channels |
5 |
|
4 |
Gradually varied flow, flow profiles |
3 |
|
5 |
Profile types, standard step method |
4 |
|
6 |
Water surface profile computation with spreadsheets |
4 |
|
7 |
Measurement of velocity and flow, primarily in pipes |
3 |
|
8 |
Flow measurement using wiers |
5 |
|
Source |
Topic |
Level |
|
Chap 6.1-6.2 |
Open channel flow |
4 |
|
Sec. 6.3 |
Hydraulic efficiency |
2 |
|
Sec. 6.4 |
Specific energy diagram, critical depth |
5 |
|
Sec. 6.5 |
Hydraulic jump |
5 |
|
Sec. 6.6-6.7 |
Gradually varied flow profiles |
3 |
|
Sec. 6.8 |
Standard step method |
4 |
|
Sec. 8.5 |
Weirs |
5 |
|
Sec 9.1 – 9.3 |
Velocity, pressure and discharge measurement in pipe flow |
3 |
|
Sec. 9.4 |
Discharge measurement in open channel flow -- weirs |
4 |
You may bring one sheet 8.5” x 11” with you to the exam with anything written on it that you want.