Chapter 1. Introduction - EP-1110-2-100005
Hydrologic Engineering
Chapter 2. Data Needs and Hydrologic Processes of Floods
Figure 2-2. Drainage basin
Figure 2-4. Automated rain gage
Figure 2-5. Infiltration Losses
Hydrograph measurements
Channel Characteristics
Flood Characteristics\
Frequency Analysis
Chapter 3. Flood Studies
Field presence
Formulation and Evaluation of Solutions
Impact Assessment
Positive/negative effects
Chapter 4. Determining Flood Flows by Frequency Methods
Simplified Analysis for Ungaged Areas
Figure 4-2. Example of simplified equations
Detalled Analysis for Ungaged Locations
Figure 4-6. Slope event versus a continuous simulation model
Chapter 5. Determining Flood Flows by Precipitation-Runoff Analysis Methods
Figure 5-1. Example of historic rainfall
Figure 5-2. 100-year, 24-hr-duration rainfall map
Figure 5-4. SPS arrangement
Unit hydrograph method
Kinematic wave method
Routing Concepts
Figure 5-11. Examples of reservoir and channel routing
Calibration of the Model
Chapter 6. Determination of Flood Elevations
Steady-Flow River Hydraulics
Figure 6-2. Gradually varied, steady-flow equations
Unsteady-Flow River Hydraulics
Figure 6-3. Steady-versus unsteady-flow analysis
Figure 6-5. Unsteady, gradually varied flow equations
Multi-Dimensional River Hydraulics
Figure 6-6. 2D flow representation in Cache Creek setting basin
Mobile Boundary Hydraulics
Use of Physical Models
Table 6-1. Model Usage for Hydrologic Engineering Studies
Table 6-2. Qualitative Comparison of Different Analysis Technique Requirements
Chapter 7. Hydrologic Engineering Requirements for Flood Damage Reduction Measures
Local Protection Projects
Figure 7-2. Effects of a channel
Nonstructural Measures
Figure 7-4. Effects of a diversion
Table 7-1. Hydrologic Analysis Needs for Flood Damage Reduction Measures
Chapter 8. Hydrologic Engineering Studies
Documentation and Reporting
Appendix A. References - EP-1110-2-100054
Appendix A. References (cont) - EP-1110-2-100055
EP 1110-2-10
Hydrologic Engineering
Chapter 2. Data Needs and Hydrologic Processes of Floods
Figure 2-2. Drainage basin
Figure 2-4. Automated rain gage
Figure 2-5. Infiltration Losses
Hydrograph measurements
Channel Characteristics
Flood Characteristics\
Frequency Analysis
Chapter 3. Flood Studies
Field presence
Formulation and Evaluation of Solutions
Impact Assessment
Positive/negative effects
Chapter 4. Determining Flood Flows by Frequency Methods
Simplified Analysis for Ungaged Areas
Figure 4-2. Example of simplified equations
Detalled Analysis for Ungaged Locations
Figure 4-6. Slope event versus a continuous simulation model
Chapter 5. Determining Flood Flows by Precipitation-Runoff Analysis Methods
Figure 5-1. Example of historic rainfall
Figure 5-2. 100-year, 24-hr-duration rainfall map
Figure 5-4. SPS arrangement
Unit hydrograph method
Kinematic wave method
Routing Concepts
Figure 5-11. Examples of reservoir and channel routing
Calibration of the Model
Chapter 6. Determination of Flood Elevations
Steady-Flow River Hydraulics
Figure 6-2. Gradually varied, steady-flow equations
Unsteady-Flow River Hydraulics
Figure 6-3. Steady-versus unsteady-flow analysis
Figure 6-5. Unsteady, gradually varied flow equations
Multi-Dimensional River Hydraulics
Figure 6-6. 2D flow representation in Cache Creek setting basin
Mobile Boundary Hydraulics
Use of Physical Models
Table 6-1. Model Usage for Hydrologic Engineering Studies
Table 6-2. Qualitative Comparison of Different Analysis Technique Requirements
Chapter 7. Hydrologic Engineering Requirements for Flood Damage Reduction Measures
Local Protection Projects
Figure 7-2. Effects of a channel
Nonstructural Measures
Figure 7-4. Effects of a diversion
Table 7-1. Hydrologic Analysis Needs for Flood Damage Reduction Measures
Chapter 8. Hydrologic Engineering Studies
Documentation and Reporting
Appendix A. References - EP-1110-2-100054
Appendix A. References (cont) - EP-1110-2-100055
EP 1110-2-10
