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 |
Runoff processes, runoff volume |
4 |
2 |
Runoff velocity, hydrologic measurement |
3 |
3 |
Hydrologic measurement ( |
2 |
4 |
Unit hydrograph (Venkatesh Merwade) |
4 |
5 |
Runoff hydrograph computation |
4 |
6 |
Reservoir and river routing (Level pool and Muskingum methods) |
5 |
7 |
Introduction to HEC-HMS on Waller Creek |
3 |
8 |
Map2Map – From a Nexrad Radar Rainfall Map to a Flood Inundation Map |
2 |
9 |
Hydraulic routing of flow in rivers (St Venant eqns, Kwave, numerical solutions) |
5 |
10 |
Introduction to HEC-RAS and application on Waller Creek |
3 |
11 |
Flood frequency analysis |
2 |
Sec 5.1-5.3 |
Surface water processes, excess rainfall, direct runoff |
2 |
Sec 5.4-5.5 |
Runoff losses, especially the SCS method |
4 |
Sec 5.6-5.7 |
Runoff velocity |
3 |
Sec 6.1- 6.3 |
Hydrologic measurement, flow gaging, rating curve |
2 |
Sec 7.1 – 7.3 |
Linear systems, unit hydrograph definition |
4 |
Sec 7.5, 7.7 |
Hydrograph computation, SCS unit hydrograph method |
4 |
Sec 8.1, 8.2 |
Level pool routing |
5 |
Sec 8.4 |
River routing, Muskingum method |
5 |
Sec 9.1 – 9.2 |
St Venant equations, definition of wave types |
5 |
Sec 9.3, 9.4, 9.6 |
Kinematic wave, wave celerity |
3 |
Sec 11.1 – 11.4 |
Statistics and statistical parameters |
2 |
Sec 12.1 |
Flood frequency, return period |
2 |
Sec 12.3 |
Frequency analysis, frequency factor, log Pearson III |
2 |
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You may bring with you one review sheet 8 ½” x 11” with anything written on it that you like.