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Acrobat website.
Administrative Documents:
Computer Program Documents:
Computer Program Documentation for applications
currently distributed by HEC:
-
CPD-1a,
HEC-1 User's Manual
-
CPD-2a,
HEC-2 User's Manual
-
CPD-5, HEC-5 User's Manual
-
CPD-6,
HEC-6 User's Manual
-
CPD-13, HEC-FFA User's Manual
-
CPD-30, EAD User's Manual
-
CPD-31, HEC-IFH User's Manual
-
CPD-57, HECLIB Volume 2: HECDSS
Subroutines
-
CPD-58, HECLIB Volume 1: HECLIB Subroutines
-
CPD-66, UNET One-Dimensional Unsteady Flow
Through a Full Network of Open Channels User's Manual
-
CPD-68, HEC-RAS User's Manual
-
CPD-69, HEC-RAS Reference Manual
-
CPD-70, HEC-RAS Applications Guide
-
CPD-72, HEC-FDA User's Manual
-
CPD-74A, HEC-HMS User's Manual
-
CPD-74B, HEC-HMS Technical Reference
Manual
-
CPD-74C,
HMS
Applications Guide
-
CPD-74D, HMS Quick Start Guide
-
CPD-77, HEC-GeoHMS User's Manual
-
CPD-79, HEC-DSSVue User's Manual
-
CPD-80a, HEC-EFM Quick Start Guide
-
CPD-82, HEC-ResSim User's Manual
-
CPD-82a, HEC-ResSim Quick Start Guide
-
CPD-83, HEC-GeoRAS User's Manual
-
CPD-84, HEC-RPT User's Manual
-
CPD-86, HEC-SSP User's Manual
-
CPD-88, HEC-WAT User's Manual
-
CPD-89, HEC-GridUtil User's Manual
-
CPD-91, HEC-GeoDozer User's Manual
The
following Computer Program Documentation is provided as
reference material. HEC no longer distributes these
computer programs.
-
CPD-4, HEC-4 User’s Manual
-
CPD-5Q, HEC-5 Simulation of Flood Control and
Conservation Systems; Appendix on Water Quality
Analysis; Sep 1986
-
CPD-7, STORM Storage, Treatment, Overflow Runoff
Model User's Manual
-
CPD-8, WQRRS Water Quality for River-Reservoir
Systems User's Manual
-
CPD-11, Thermal Simulation of Lakes User’s Manual (THERMS)
-
CPD-12, Statistical and Graphical Analyses of Stream
Water Quality Data User’s Manual (SGSWQ)
-
CPD-15, GEDA Geometric Elements From Cross Section
Coordinates; User's Manual; Oct 1981
-
CPD-25, RESYLD Reservoir Yield; User's Manual; Aug 1966
(Revised Nov 1981)
-
CPD-27, Regional Frequency Computation User’s Manual
(REGFQ)
-
CPD-32, Multiple Linear Regression User’s Manual (MLRP)
-
CPD-46, Probable Maximum Storm (Eastern United
States) User’s Manual (HMR52)
-
CPD-48, AGDAM, Agricultural Flood Damage Analysis
User's Manual
-
CPD-52, WEATHER User’s Manual
-
CPD-63, Statistical Analysis of Time Series Data
User’s Manual (STATS)
-
CPD-64, Utility Program for Mathematical Manipulation of
HEC-DSS Data (DSSMATH)
International Hydrologic Decade (IHD) Volumes:
The IHD
volumes contain references (appendices) to computer programs
that may be obsolete and no longer supported by the
Hydrologic Engineering Center.
The best way to download these files is to
do a right-click, "Save Target As..." on
the link so that you may
select a location to save the PDF. Simply
clicking on the link is not recommended.
Warning: Some of these
files are big.
Individual Volumes:
- Volume 1,
Requirements and General Procedures
(26.3MB)
- Volume 2,
Hydrologic Data Management
(9.55MB)
- Volume 3,
Hydrologic Frequency Analysis
(11.2MB)
- Volume 4,
Hydrology Analysis
(7.12MB)
- Volume
5, Hypothetical Floods (11.9MB)
- Volume 6,
Water Surface Profiles (6.15MB)
- Volume 7,
Flood Control by Reservoirs (30.2MB)
- Volume 8,
Reservoir Yield (8.56MB)
- Volume 9,
Reservoir System Analysis for Conservation (5.86MB)
- Volume 10,
Principles of Ground-Water Hydrology (17.1MB)
- Volume 11,
Water Quality Determinations (8.47MB)
- Volume 12,
Sediment Transport (20.3MB)
Complete Set:
Project Reports:
-
PR-1, Phase 1 Oconee Basin Pilot Study Trail
Creek Test
-
PR-2, Chattahoochee River Water Quality Analysis
-
PR-3, Feasibility Studies for Small Scale
Hydropower Additions
-
PR-4 Series, Preliminary Inventory
of Hydropower Resources
-
PR-5, Pennypack Creek Water Quality Study
-
PR-6, Simulation of Streamflow Regulation
Effects on the Water Quality of the Allegheny River
-
PR-7, Potential for Increasing the Output of
Existing Hydroelectric Plants
-
PR-8, Database Inventory
-
PR-9, Kanawha River Basin Water Quality Modeling
- PR-10,
Lessons Learned from the 1986 Drought
-
PR-11, Opportunities for Reservoir Storage
Reallocation
-
PR-12, Water
Supply and Use Dalton Lake, Georgia
-
PR-13, Phase I Sediment Engineering Investigation of
the Caliente Creek Drainage Basin
-
PR-14, Numerical Simulation of Mudflows from
Hypothetical Failures of the Castle Lake Debris Blockage
near Mount St. Helens, WA
-
PR-15, Missouri
River System Analysis Model - Phase 1
-
PR-16, Columbia
River System Analysis Model - Phase 1
-
PR-17, Missouri River Reservoir System Analysis
Model - Phase II
-
PR-18,
Developing Operation Plans from HEC Prescriptive
Reservoir Model Results for the Missouri River System:
Preliminary Results
-
PR-19, Authorized
and Operating Purposes of Corps of Engineers
Reservoirs
-
PR-20, Flood Damage Analysis within the Readiness
Management System
-
PR-21, Columbia
River Reservoir System Analysis: Phase 2
-
PR-22, Operating Rules from HEC-PRM Results for the
Missouri River System: Development and Preliminary
Testing
-
PR-23, Impacts
of Wetlands on Floods Boone River Basin
-
PR-24, Assessment of Structural Flood-Control
Measures on Alluvial Fans
-
PR-26,
Preliminary Operating Rules for the Columbia River
System from HEC-PRM Results
-
PR-27, Analysis of Interior Flood Damage Reduction
Measures Napa River, Napa, CA
-
PR-29, Arizona Water Resources Study: Single
Reservoir Simulation
-
PR-31, A Pilot Application of Weather Radar-Based
Runoff Forecasting Salt River Basin, MO
-
PR-32, Big Sandy River Water Conservation and Water
Quality Study
-
PR-33, ModClark Model Development for the Muskingum
River Basin, OH
-
PR-36, Mississippi Basin
Modeling System Development and
Application
-
PR-36a,
Mississippi Basin Modeling System Operations Guide
-
PR-37, Technical Considerations for Alamo Lake
Operation
-
PR-38, Analysis of Flood Control Operation of
the Iowa/Des Moines River Reservoir System Using
Linear Programming Techniques
-
PR-41, Development of HEC-FIA Models for the Phase I
Sacramento and San Joaquin Rivers Basin Study
-
PR-46, HEC-HMS for the Sacramento and San
Joaquin River Basins Comprehensive Study; Aug 2001
-
PR-46A, HEC-HMS for the Sacramento and San
Joaquin River Basins Comprehensive Study; Appendix
D; Aug 2001
-
PR-47,
Mississippi Basin Modeling System Development and
Application
Research Documents:
-
RD-1, A Cumulus Convection Model Applied to
Thunderstorm Rainfall in Arid Regions; Dec 1970
-
RD-2, An Investigation of the Determinants of
Reservoir Recreation Use and Demand: The Effect of
Water Surface Elevation; Nov 1972
-
RD-4, An Assessment of Remote Sensing
Applications in Hydrologic Engineering; Sep 1974
-
RD-5, Guidelines for Calculating and Routing
a Dam-Break Flood; Jan 1977
-
RD-6, Continuous Hydrologic Simulation of the
West Branch DuPage River above West Chicago: An
Application of Hydrocomp's HSP; Jul 1979
-
RD-7, Determination of Land Use from LANDSAT
Imagery: Applications to Hydrologic Modeling; Nov
1979
-
RD-8,
Dimensional Graphs of Floods From Ruptured Dams
-
RD-9, Annotations of Selected Literature on
Nonstructural Flood Plain Management Measures; Mar
1977
-
RD-10,
Estimating Costs and Benefits for Nonstructural
Flood Control Measures; Oct 1975
-
RD-11,
Physical and Economic Feasibility of Nonstructural
Flood Plain Management Measures; Mar 1978
-
RD-12,
Costs of Placing Fill in a Flood Plain; May 1975
-
RD-13, Flood
Emergency Plans, Guidelines for Corps Dams
-
RD-14,
Effects of Flood Plain Encroachment on Peak Flow;
Sep 1980
-
RD-15,
National Economic Development Benefits for
Non-Structural Measures; Oct 1980 (Updated: May
1986)
-
RD-16,
Guide Manual for Preparation of Water Balances; Nov
1980 (Revised: Apr 1983)
-
RD-17,
Emergency Planning for Dams
-
RD-18,
Flood Preparedness Planning: Metropolitan Phoenix
Area; Jan 1982
-
RD-19,
Example Emergency Plan for Blue Marsh Dam and Lake;
Aug 1983
-
RD-20,
Example Plan for Evacuation of Reading, Pennsylvania
in the Event of Emergencies at Blue Marsh Dam and
Lake; Aug 1983
-
RD-21,
Survey of Conjunctive Use and Artificial Recharge
Activity in the United States; Jan 1984
-
RD-22,
A Comparative Analysis of Groundwater Model
Formulation - The San Andres-Glorieta Case Study;
Jun 1984
-
RD-23,
Modified-Puls Routing in Chuquatonchee Creek; Sep
1980
-
RD-24,
Comparative Analysis of Flood Routing Methods; Sep
1980
-
RD-25,
Reservoir Operation During Drought: Case Studies;
Oct 1986
-
RD-26,
Accuracy of Computed Water Surface Profiles
-
RD-26A,
Accuracy of Computed Water Surface Profiles –
Commercial Survey Guidelines for Water Surface
Profiles – Supplement
-
RD-26D,
Accuracy of Computed Water Surface Profiles –
Appendix D, Data Management and Processing
-
RD-27,
Elements of Conjunctive Use Water Supply
-
RD-28,
Desktop Techniques for Analyzing Surface-Ground
Water Interactions
-
RD-29,
Remote Sensing Technologies and Spatial Data
Applications
-
RD-30,
General Guidelines for Comprehensive Flood
Warning/Preparedness Studies
-
RD-31,
Modifying Reservoir Operations to Improve
Capabilities for Meeting Water Supply Needs During
Drought
-
RD-32,
Importance of Surface-Ground Water Interaction to
Corps Total Water Management: Regional and National
Examples
-
RD-33,
A preliminary Assessment of Corps of Engineers'
Reservoirs, Their Purposes and Susceptibility to
Drought
-
RD-34,
Optimization of Multiple-Purpose Reservoir System
Operations: A Review of Modeling and Analysis
Approaches
-
RD-35,
Branch-Bound Enumeration for Reservoir Flood Control
Plan Selection
-
RD-36,
Application of a Geographic Information System to
Rainfall-Runoff Modeling
-
RD-38,
Recent California Water Transfers: Emerging Options
in Water Management
-
RD-39, WCDS Past, Present, & Future
-
RD-40,
Developing Seasonal and Long-Term Reservoir System
Operation Plans Using HEC-PRM
-
RD-41, A
comparison of the One-Dimensional Bridge Hydraulic
Routines from: HEC-RAS, HEC-2 and WSPRO
-
RD-42, Flow
Transitions in Bridge Backwater Analysis
-
RD-43,
Application of HEC-PRM for Seasonal Reservoir
Operation of the Columbia River System
-
RD-44,
Closures and Interior Facilities for Levee Projects;
Principles, Case Examples, and Risk-Based Analysis
Concepts
-
RD-45,
Resolving Conflict Over Reservoir Operation
-
RD-46,
HEC-FDA Sensitivity and Uncertainty Analysis; Feb
2001
-
RD-47,
Application of Paleohydrology to Corps Flood
Frequency Analysis
-
RD-48,
Stochastic Modeling of Extreme Floods on the
American River at Folsom Dam
-
RD-48A,
Appendix A - Seasonality Analysis of Extreme Storms
for the American River Watershed
-
RD-48B,
Appendix B - Precipitation Magnitude-Frequency
Characteristics for the American River Watershed
-
RD-48C,
Appendix C - 72-Hour Precipitation-Frequency
Relationship and Uncertainty Analysis for the
1860-mi2 American River Watershed
-
RD-48D,
Appendix D - Procedures Implemented for Conducting
Storm Analyses in Support of Developing Storm
Templates for the Stochastic Storm Resampling
Approach for the American River Watershed -
RD-48E,
Appendix E - Description of Stochastic Storm
Resampling Approach and Selection of Prototype
Storms for Resampling
-
RD-48F,
Appendix F - Analysis of Air Temperature Profiles
and Air Temperature Lapse Rates During Storms for
the American River Watershed
-
RD-48G,
Appendix G - Antecedent Precipitation
Characteristics for the American River Watershed
-
RD-48H,
Appendix H - Snowpack Characteristics and
Relationship with Antecedent Precipitation for the
American River Watershed
-
RD-48I,
Appendix I - Analysis of Seasonal Reservoir Storage
for Reservoirs in the Upper American River Watershed
-
RD-48J,
Appendix J - Analysis of Storms Antecedent and
Posterior to Extreme Storms for the American River
Watershed
-
RD-48K,
Appendix K - Analysis of Historical Reservoir
Operations at Folsom Dam and Development of a
Stochastic Model for Simulation of Initial Reservoir
Storage
-
RD-48L,
Appendix L - Calibration of American River Watershed
Model to Historical Floods
-
RD-48M,
Appendix M - Sensitivity Analyses for the Stochastic
Model of Extreme Floods for the American River at
Folsom Dam
Seminar Proceedings:
-
SP-1,
Reservoir System Analysis
-
SP-2,
Sediment Transport in Rivers and Reservoirs
-
SP-3,
Urban Hydrology
-
SP-4,
Computer Applications in Hydrology
-
SP-5,
Hydrologic Aspects of Project Planning
-
SP-6,
Analytical Methods in Planning
-
SP-7,
Real-Time Water Control Management
-
SP-8,
Nonstructural Flood Plain Management Measures
-
SP-9,
Water Quality Data Collection and Management
-
SP-10,
Variable Grid Resolution - Issues and Requirements
-
SP-11,
Water Quality Data Interpretation
-
SP-12,
Water Quality Evaluation
-
SP-13,
Two-Dimensional Flow Modeling
-
SP-14,
Attaining Water Quality Goals through Water
Management Procedures
-
SP-15,
Applications in Water Quality Control
-
SP-16,
Water Quality R&D: Successful Bridging Between
Theory and Applications
-
SP-17,
Local Flood Warning - Response Systems
-
SP-18,
Water Quality '88
-
SP-19,
Flood Damage Reduction Reconnaissance-Phase Studies
- SP-20,
Calibration and Application of Hydrologic Models
-
SP-21, Functional & Safety Aspects of Corps
Projects
-
SP-22,
Coastal & Inland Water Quality
-
SP-23, Hydrologic Studies in Support of Project
Functions
-
SP-24,
Hydrology & Hydraulics Workshop on Riverine Levee
Freeboard
-
SP-25,
Initial Project Management Plans for Hydrologic
Engineering and Economic Analysis
-
SP-28, Hydrology and Hydraulics Workshop on
Risk-based Analysis for Flood Damage Reduction
Studies
-
SP-29,
Hydrology Research Needs for Dam Safety
Technical Papers:
-
TP-1, Use of Interrelated Records to Simulate
Streamflow
-
TP-2, Optimization Techniques for Hydrologic
Engineering
-
TP-3, Methods of Determination of Safe Yield
and Compensation Water from Storage Reservoirs
-
TP-4, Functional Evaluation of a Water
Resources System
-
TP-5, Streamflow Synthesis for Ungaged Rivers
-
TP-6, Simulation of Daily Streamflow
-
TP-7, Pilot Study for Storage Requirements
for Low Flow Augmentation
-
TP-8, Worth of Streamflow Data for Project
Design - A Pilot Study
-
TP-9, Economic Evaluation of Reservoir System
Accomplishments
-
TP-10, Hydrologic Simulation in Water-Yield
Analysis
-
TP-11,
Survey of Programs for Water Surface Profiles
-
TP-12, Hypothetical Flood Computation for a
Stream System
-
TP-13,
Maximum Utilization of Scarce Data in Hydrologic
Design
-
TP-14,
Techniques for Evaluating Long-Term Reservoir Yields
-
TP-15, Hydrostatistics - Principles of
Application
-
TP-16, A
Hydrologic Water Resource System Modeling Techniques
-
TP-17, Hydrologic Engineering Techniques for
Regional Water Resources Planning
-
TP-18, Estimating Monthly Streamflows Within
a Region
-
TP-19,
Suspended Sediment Discharge in Streams
-
TP-20, Computer Determination of Flow Through
Bridges
-
TP-21, An
Approach to Reservoir Temperature Analysis
-
TP-22, A Finite Difference Method for
Analyzing Liquid Flow in Variably Saturated Porous
Media
-
TP-23,
Uses of Simulation in River Basin Planning
-
TP-24, Hydroelectric Power Analysis in
Reservoir Systems
-
TP-25,
Status of Water Resource Systems Analysis
-
TP-28, Digital Simulation of an Existing
Water Resources System
-
TP-29,
Computer Applications in Continuing Education
-
TP-30, Drought Severity and Water Supply
Dependability
-
TP-31,
Development of System Operation Rules for an
Existing System by Simulation
-
TP-32, Alternative Approaches to Water
Resource System Simulation
-
TP-33, System Simulation for Integrated Use
of Hydroelectric and Thermal Power Generation
-
TP-34, Optimizing Flood Control Allocation
for a Multipurpose Reservoir
-
TP-35, Computer Models for Rainfall-Runoff
and River Hydraulic Analysis
-
TP-37, Downstream Effects of the Levee
Overtopping at Wilkes-Barre, PA, During Tropical
storm Agnes
-
TP-38, Water Quality Evaluation of
Aquatic Systems
-
TP-39, A Method for Analyzing Effects
of Dam Failures in Design Studies
-
TP-40, Storm Drainage and Urban
Region Flood Control Planning
-
TP-41, HEC-5C, A Simulation Model for System
Formulation and Evaluation
-
TP-42, Optimal Sizing of Urban Flood Control
Systems
-
TP-43, Hydrologic and Economic Simulation of
Flood Control Aspects of Water Resources Systems
-
TP-44, Sizing Flood Control Reservoir Systems
by Systems Analysis
-
TP-45, Techniques for Real-Time Operation of
Flood Control Reservoirs in the Merrimack River
Basin
-
TP-46, Spatial Data Analysis of Nonstructural
Measures
-
TP-47, Comprehensive Flood Plain Studies
Using Spatial Data Management Techniques
-
TP-48, Direct Runoff Hydrograph Parameters
versus Urbanization
-
TP-50, Effects of Dam Removal: An
Approach to Sedimentation
-
TP-51, Design of Flood Control Improvements
by System Analysis: A Case Study
-
TP-52, Potential Use of Digital Computer
Groundwater Models
-
TP-53, Development of Generalized Free
Surface Flow Models Using Finite Element Techniques
-
TP-54, Adjustment of Peak Discharge Rates for
Urbanization
-
TP-55, The Development and Servicing of
Spatial Data Management Techniques in the corps of
Engineers
-
TP-56, Experiences of the Hydrologic
Engineering Center in Maintaining Widely Used
Hydrologic and Water Resource Computer Models
-
TP-57, Flood Damage Assessments Using Spatial
Data Management
-
TP-58, A Model
for Evaluating Runoff-Quality in Metropolitan Master
Planning
-
TP-59, Testing of Several Runoff Models on an
Urban Watershed
-
TP-60, Operational Simulation of a Reservoir
System with Pumped Storage
-
TP-61, Technical Factors in Small Hydropower
Planning
-
TP-62,
Flood Hydrograph and Peak Flow Frequency Analysis
-
TP-63, HEC Contribution to Reservoir System
Operation
-
TP-64,
Determining Peak-Discharge Frequencies in an
Urbanizing Watershed: A Case Study
-
TP-65, Feasibility Analysis in Small
Hydropower Planning
-
TP-66,
Reservoir Storage Determination by Computer
simulation of Flood control and Conservation Systems
-
TP-67, Hydrologic Land Use Classification
Using LANDSAT
-
TP-68,
Interactive Nonstructural Flood-Control Planning
-
TP-69, Critical Water Surface by Minimum
Specific Energy Using the Parabolic Method
-
TP-70, Corps of Engineers Experience with
Automatic Calibration of a Precipitation-Runoff
Model
-
TP-71,
Determination of Land Use from Satellite Imagery for
Input to Hydrologic Models
-
TP-72, Application of the Finite Element
Method to Vertically Stratified Hydrodynamic Flow
and Water Quality
-
TP-73,
Flood Mitigation Planning Using HEC-SAM
-
TP-74, Hydrographs by Single Linear Reservoir
Model
-
TP-75,
HEC Activities in Reservoir Analysis
-
TP-76, Institutional Support of Water
Resource Models
-
TP-77,
Investigation of Soil Conservation Service Urban
Hydrology Techniques
-
TP-78,
Potential for Increasing the Output of Existing
Hydroelectric Plants
-
TP-79,
Potential Energy and Capacity Gains from Flood
control Storage Reallocation at Existing U.S.
Hydropower Reservoirs
-
TP-80,
Use of Non-Sequential Techniques in the Analysis of
Power Potential at Storage Projects
-
TP-81, Data Management Systems for Water
Resources Planning
-
TP-82,
The New HEC-1 Flood Hydrograph Package
-
TP-83, River and Reservoir Systems Water
Quality Modeling Capability
-
TP-84, Generalized Real-Time Flood Control
System Model
-
TP-85,
Operation Policy Analysis: Sam Rayburn
Reservoir
-
TP-86,
Training the Practitioner: The Hydrologic
Engineering Center Program
-
TP-87, Documentation Needs for Water
Resources Models
-
TP-88,
Reservoir System Regulation for Water Quality
Control
-
TP-89, A
Software System to Aid in Making Real-Time Water
Control Decisions
-
TP-90,
Calibration, Verification and Application of a
Two-Dimensional Flow Model
-
TP-91, HEC Software Development and Support
-
TP-92, Hydrologic Engineering Center Planning
Models
-
TP-93,
Flood Routing Through a Flat, Complex Floodplain
Using a One-dimensional Unsteady Flow computer
Program
-
TP-94,
Dredged-Material Disposal Management Model
-
TP-95, Infiltration and Soil Moisture
Redistribution in HEC-1
-
TP-96, The Hydrologic Engineering Center
Experience in Nonstructural Planning
-
TP-97, Prediction of the Effects of a Flood
control Project on a Meandering Stream
-
TP-98, Evolution in Computer Programs Causes
Evolution in Training Needs: The Hydrologic
Engineering Center Experience
-
TP-99, Reservoir System Analysis for Water
Quality
-
TP-100, Probable Maximum Flood Estimation -
Eastern United States
-
TP-101, Use of
Computer Program HEC-5 for
Water Supply Analysis
-
TP-102, Role of Calibration in the
Application of HEC-6
-
TP-103, Engineering and Economic
Considerations in Formulating Nonstructural Plans
-
TP-104, Modeling Water Resources Systems for
Water Quality
-
TP-105, Use of a Two-Dimensional Flow Model
to Quantify Aquatic Habitat
-
TP-106, Flood-Runoff Forecasting with HEC-1F
-
TP-107, Dredged-Material Disposal System
Capacity Expansion
-
TP-108, Role of Small computers in
Two-Dimensional Flow Modeling
-
TP-109, One-Dimensional Model for Mud Flows
-
TP-110, Subdivision Froude Number
-
TP-111, HEC-5Q: System Water Quality
Modeling
-
TP-112, New Developments in HEC Programs for
Flood Control
-
TP-113, Modeling and Managing Water Resource
Systems for Water Quality
-
TP-114, Accuracy of Computed Water Surface
Profiles - Executive Summary
-
TP-115, Application of Spatial-Data
Management Techniques in Corps Planning
-
TP-116, The HEC's Activities in Watershed
Modeling
-
TP-117, HEC-1 and HEC-2 Applications on the
Microcomputer
-
TP-118, Real-Time Snow Simulation Model for
Monongahela River Basin
-
TP-119, Multi-Purpose, Multi-Reservoir
Simulation on a PC
-
TP-120, Technology Transfer of Corps'
Hydrologic Models
-
TP-121, Development, Calibration and
Application of Runoff Forecasting Models for the
Allegheny River Basin
-
TP-122, The Estimation of Rainfall for Flood
Forecasting Using Radar and Rain Gage Data
-
TP-123, Developing and Managing a
Comprehensive Reservoir Analysis Model
-
TP-124, Review of the U.S. Army Corps of
Engineers Involvement with Alluvial Fan Flooding
Problems
-
TP-125, An Integrated Software Package for
Flood Damage Analysis
-
TP-126, The Value and Depreciation of
Existing Facilities: The Case of Reservoirs
-
TP-127, Floodplain-Management Plan
Enumeration
-
TP-128, Two-Dimensional Floodplain Modeling
-
TP-129, Status and New Capabilities of
Computer Program HEC-6: Scour and Deposition
in Rivers and Reservoirs
-
TP-130, Estimating Sediment Delivery and
Yield on Alluvial Fans
-
TP-131, Hydrologic Aspects of Flood Warning -
Preparedness Programs
-
TP-132, Twenty-Five Years of Developing,
Distributing, and Supporting Hydrologic Engineering
Computer Programs
-
TP-133, Predicting Deposition Patterns in
Small Basins
-
TP-134, Annual Extreme Lake Elevations by
Total Probability Theorem
-
TP-135, A Muskingum-Cunge Channel Flow
Routing Method for Drainage Networks
-
TP-136, Prescriptive Reservoir System
Analysis Model - Missouri River System Application
-
TP-137, A
Generalized Simulation Model for Reservoir System
Analysis
-
TP-138, Next Generation Software
Development Project
-
TP-139, Issues for Applications
Developers
-
TP-140, HEC-2 Water Surface Profiles Program
-
TP-141,
HEC Models for Urban Hydrologic Analysis
-
TP-142,
Systems Analysis Applications at HEC
-
TP-143,
Runoff Prediction Uncertainty for Ungauged
Agricultural Watersheds
-
TP-144,
Review of GIS Applications in Hydrologic Modeling
-
TP-145,
Application of Rainfall-Runoff Simulation for Flood
Forecasting
-
TP-146,
Application of the HEC Prescriptive Reservoir Model in
the Columbia River System
-
TP-147, HEC
River Analysis System (HEC-RAS)
-
TP-148, HEC-6:
Reservoir Sediment Control Applications
-
TP-149,
The Hydrologic Modeling System (HEC-HMS):
Design and Development Issues
-
TP-150,
The HEC Hydrologic Modeling System (HEC-HMS)
-
TP-151,
Bridge Hydraulic Analysis with HEC-RAS
-
TP-152,
Use of Land Surface Erosion Techniques with Stream
Channel Sedimentation Models
-
TP-153,
Risk-Based Analysis for Corps Flood Project Studies
- A Status Report
-
TP-154,
Modeling Water-Resources Systems for Water-Quality
Management
-
TP-155,
Runoff Simulation Using Radar Rainfall Data
-
TP-156,
Status of HEC Next Generation Software Development
Project
-
TP-157,
Unsteady Flow Model for Forecasting Missouri and
Mississippi Rivers
-
TP-158,
Corps Water Management System (CWMS)
-
TP-159,
Some History and Hydrology of the Panama Canal
-
TP-160,
Application of Risk-Based Analysis to Planning
Reservoir and Levee Flood Damage Reduction Systems
-
TP-161,
Corps Water Management System (CWMS) - Capabilities
and Implementation Status
Training Documents:
-
TD-2, Guide
Manual for the Creation of Grid Cell Data Banks
-
TD-3, Reservoir
Storage-Yield Procedures
-
TD-4,
Statistical Methods in Hydrology
-
TD-5, Floodway
Determination Using Computer Program HEC-2
-
TD-6,
Application of the HEC-2 Bridge Routines
-
TD-7, Analysis
of Structural and Nonstructural Flood Control Measures
Using Computer Program HEC-5C
-
TD-8,
Guidelines for Calibration and Application of STORM
-
TD-9, Flood
Control System Component Optimization: HEC-1 Capability
-
TD-10,
Introduction and Application of Kinematic Wave
Routing Techniques Using HEC-1
-
TD-11,
Adoption of Flood Flow Frequency Estimates at Ungaged
Locations
-
TD-12,
Application of the HEC-5 Hydropower Routines
-
TD-13, HEC-6 on a PC
-
TD-14, Hydrologic
Engineering in Planning
-
TD-15,
Hydrologic Analysis of Ungaged Watersheds Using HEC-1
-
TD-16,
Analytical Instruments for Formulating and Evaluating
Nonstructrual Measures
-
TD-17,
Mixed-Population Frequency Analysis
-
TD-18,
Application of the HEC-2 Split Flow Option
-
TD-19,
Application of Spatial Data Management Techniques to
HEC-1 Rainfall-Runoff Studies
-
TD-20, Water
Supply Simulation Using HEC-5
-
TD-22, A Tutorial on Creating a Grid Cell Land Cover
Data File from Remote Sensing Data
-
TD-23, Flood-Damage-Mitigation Plan Selection with
Branch-and-Bound Enumeration
-
TD-24, Water Quality Modeling of Reservoir System
Operations Using HEC-5
-
TD-25,
Stochastic Analysis of Drought Phenomena
-
TD-26, Computing Water Surface Profiles with HEC-2
on a Personal Computer
-
TD-29,
Simulation of Reservoir Systems with HEC-5 on a
Personal Computer; May 1990
-
TD-30, River
Routing with HEC-1 and HEC-2
-
TD-31,
Flood Damage Analysis Package on the Microcomputer -
Installation and User's Guide - April
1994
-
TD-32, HEC-1 on a PC
- December 1991
-
TD-34,
Accounting for Water Supply and Demand -
An Application of Computer Program WEAP
to the Upper Chattahoochee River Basin, Georgia -
October 1994
-
TD-35, HEC
Reservoir-Database Network -
Installation and User's Guide - September 1994
-
TD-36,
Application of Methods and Models for Prediction of
Land Surface Erosion and Yield
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