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Table of Contents
US Army Corps
of Engineers
Hydrologic Engineering Center
HEC-RAS
River Analysis System
Hydraulic Reference Manual
Version 4.1
January 2010
Approved for Public Release. Distribution Unlimited CPD-69
REPORT DOCUMENTATION PAGE
Form Approved
OMB No. 0704-0188
Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and
maintaining the date needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information,
including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503.
1. AGENCY USE ONLY (Leave blank)
2. REPORT DATE
January, 2010
3. REPORT TYPE AND DATES COVERED
Computer Program Documentation
4. TITLE AND SUBTITLE
HEC-RAS, River Analysis System Hydraulic Reference Manual
5. FUNDING NUMBERS
6. AUTHOR(S)
Gary W. Brunner
7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES)
US ARMY CORPS OF ENGINEERS
HYDROLOGIC ENGINEERING CENTER (HEC)
609 Second Street
Davis, CA 95616-4687
8. PERFORMING ORGANIZATION
REPORT NUMBER
CPD-69
9. SPONSORING / MONITORING AGENCY NAME(S) AND ADDRESS(ES)
10. SPONSORING / MONITORING
AGENCY REPORT NUMBER
11. SUPPLEMENTARY NOTES
12a. DISTRIBUTION / AVAILABILITY STATEMENT
Approved for Public Release. Distribution is unlimited.
12b. DISTRIBUTION CODE
13. ABSTRACT (Maximum 200 words)
The U.S. Army Corps of Engineers’ River Analysis System (HEC-RAS) is software that allows you to perform one-
dimensional steady and unsteady flow river hydraulics calculations.
HEC-RAS is an integrated system of software, designed for interactive use in a multi-tasking, multi-user network
environment. The system is comprised of a graphical user interface (GUI), separate hydraulic analysis components, data
storage and management capabilities, graphics and reporting facilities.
The HEC-RAS system will ultimately contain three one-dimensional hydraulic analysis components for: (1) steady flow
water surface profile computations; (2) unsteady flow simulation; and (3) movable boundary sediment transport
computations. A key element is that all three components will use a common geometric data representation and common
geometric and hydraulic computation routines. In addition to the three hydraulic analysis components, the system contains
several hydraulic design features that can be invoked once the basic water surface profiles are computed.
The current version of HEC-RAS supports Steady and Unsteady flow water surface profile calculations. New features and
additional capabilities will be added in future releases.
14. SUBJECT TERMS
water surface profiles, river hydraulics, steady and unsteady flow, computer program
15. NUMBER OF PAGES
411
16. PRICE CODE
17. SECURITY CLASSIFICATION
OF REPORT
UNCLASSIFIED
18. SECURITY CLASSIFICATION
OF THIS PAGE
UNCLASSIFIED
19. SECURITY CLASSIFICATION
OF ABSTRACT
UNCLASSIFIED
20. LIMITATION OF
ABSTRACT
UNLIMITED
iv
Table of Contents
Table of Contents
Table of Contents ..........................................................................................v
Foreword.......................................................................................................x
CHAPTER 1 ...............................................................................................1-1
Introduction.............................................................................................. 1-1
Contents............................................................................................................................................... 1-1
General Philosophy of the Modeling System ...................................................................................... 1-2
Overview of Hydraulic Capabilities.................................................................................................... 1-2
HEC-RAS Documentation .................................................................................................................. 1-4
Overview of This Manual.................................................................................................................... 1-4
CHAPTER 2 ...............................................................................................2-1
Theoretical Basis for One-Dimensional Flow Calculations .........................2-1
Contents............................................................................................................................................... 2-1
General ................................................................................................................................................ 2-2
Steady Flow Water Surface Profiles.................................................................................................... 2-2
Equations for Basic Profile Calculations......................................................................................... 2-2
Cross Section Subdivision for Conveyance Calculations................................................................ 2-4
Composite Manning's n for the Main Channel................................................................................ 2-6
Evaluation of the Mean Kinetic Energy Head................................................................................. 2-8
Friction Loss Evaluation.................................................................................................................. 2-9
Contraction and Expansion Loss Evaluation................................................................................. 2-10
Computation Procedure................................................................................................................. 2-11
Critical Depth Determination ........................................................................................................ 2-13
Applications of the Momentum Equation ..................................................................................... 2-16
Air Entrainment in High Velocity Streams ................................................................................... 2-19
Steady Flow Program Limitations.................................................................................................2-20
Unsteady Flow Routing..................................................................................................................... 2-22
Continuity Equation ...................................................................................................................... 2-22
Momentum Equation..................................................................................................................... 2-23
Application of the Unsteady Flow Equations Within HEC-RAS.................................................. 2-28
Implicit Finite Difference Scheme ................................................................................................ 2-30
Continuity Equation ...................................................................................................................... 2-32
Momentum Equation..................................................................................................................... 2-33
Added Force Term......................................................................................................................... 2-35
Lateral Influx of Momentum ......................................................................................................... 2-36
Finite Difference Form of the Unsteady Flow Equations.............................................................. 2-37
Linearized, Implicit, Finite Difference Equations ......................................................................... 2-37
Finite Difference Approximation ...................................................................................................... 2-39
Flow Distribution Factor ............................................................................................................... 2-42
Equivalent Flow Path .................................................................................................................... 2-42
Boundary Conditions..................................................................................................................... 2-43
Interior Boundary Conditions (for Reach Connections)................................................................ 2-43
Upstream Boundary Conditions ....................................................................................................2-44
Downstream Boundary Conditions ............................................................................................... 2-45
Skyline Solution of a Sparse System of Linear Equations ............................................................ 2-47
CHAPTER 3 ...............................................................................................3-1
Basic Data Requirements .......................................................................... 3-1
Contents........................................................................................................................................... 3-1
General ................................................................................................................................................ 3-2
Geometric Data ................................................................................................................................... 3-2
Study Limit Determination.............................................................................................................. 3-2
The River System Schematic........................................................................................................... 3-3
v
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资源评论
- wqdeng20032014-05-05好像是应用软件说明文档 跟标题没什么关系
- sinven2013-11-26很好的资料,值得参考
- jyfbs2013-11-14美中不足的是手册全英文,阅读较困难
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