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U. S. Army Corps of Engineers U. S. Army Corps of Engineers In Support of the Army and the Nation In Support of the Army and the Nation

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Page 1: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

U. S. Army Corps of EngineersU. S. Army Corps of Engineers

In Support of the Army and the NationIn Support of the Army and the Nation

Page 2: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Civil Works Support to the Nation299 Deep Draft

Harbors383 Major Lakes

&Reservoirs

376 M Visitors/yr

4340Recreation

Areas

11,000 miles Inland

Waterways

$500M Annual Dredging Costs

8500 Miles of Levees

EmergencyOperations

276 Locks

11.7 Million AcresPublic Lands

EnvironmentalStewardship/Regulatory

627 Shallow Draft Harbors

400 milesCoastal

Structures

75 HydropowerDams

• US Ports & Waterways convey > 2B Tons Commerce • Foreign Trade alone Creates > $160B Tax Revenues• Cumulative Flood Damage Prevention >$419B

Page 3: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation
Page 4: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

USACE USACE ---- The ArmyThe Army’’s s EngineerEngineer

Military Programs Civil Works

10K 25K

Personnel

Uniformed = 5578 Divisions

41 Districts

2 Centers

7 World Class Labs

1 Engineer Battalion

Interagency Support - Military

30%

Army Direct22%

Civil Works Direct31%

Interagency Support -

Civil8%

ArmyReimbursable

9%$1.29B

$1.15B$4.31B

$4.45B

$3.16B

FY 02 Program

Page 5: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Engineer Research and Engineer Research and Development CenterDevelopment Center

Vicksburg, MSVicksburg, MS

Coastal and Hydraulics LaboratoryCoastal and Hydraulics LaboratoryEnvironmental LaboratoryEnvironmental Laboratory

Geotechnical and Structures Geotechnical and Structures LaboratoryLaboratory

Information Technology LaboratoryInformation Technology Laboratory

Topographic EngineeringTopographic EngineeringCenterCenter

Alexandria, VAAlexandria, VAChampaign, ILChampaign, IL

Construction EngineeringConstruction EngineeringResearch LaboratoryResearch Laboratory

Cold Regions ResearchCold Regions ResearchEngineering LaboratoryEngineering Laboratory

Hanover, NHHanover, NH

2014 Employees 1029 Scientists & Engineers

533 Master’s Degrees266 Doctorate Degrees

$1.2 Billion in Research Facilities &Equipment

$568 Million Annual Program

2014 Employees 1029 Scientists & Engineers

533 Master’s Degrees266 Doctorate Degrees

$1.2 Billion in Research Facilities &Equipment

$568 Million Annual Program

Page 6: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Research Funding

• Two Approaches:

– Direct funding from HQ/Congress

– Mission Support

Page 7: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Institute for Water Institute for Water ResourcesResources

Hydrologic Engineering Hydrologic Engineering CenterCenter

Davis, CADavis, CA

Institute for Water Institute for Water Resources Resources

Ft Ft BelvoirBelvoir, , VAVA

Page 8: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Hydrologic Engineering Center

• 35 professionals; civil/hydraulic engineers, a few computer specialists, most MS, few Ph.Ds.

• Products: H&H and planning analysis methods; software; guidance; technical assistance; training, research; special studies and projects.

• Primarily support Corps, some other U.S. Federal, occasional International assistance and training.

• Funding: R&D; reimbursable technical assistance; software maintenance subscriptions; special projects; training.

Hydrologic Engineering Center

Page 9: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Direct Allotted Research

• General Investigations Research Programs– Navigation Research Program

– Environment Research Program

– Flood & Coastal Storm Damage Reduction Research Program• Focus Area: Hydraulics & Hydrology

– System-wide Water Resources Research Program• Focus Area: Watershed Hydrology Simulation

• Focus Area: Water Processes & Assessment

• Focus Area: River & Estuarine Simulation

• Focus Area: Coastal Simulation

Page 10: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

OUTLINE

• Highlight Common Areas of work– HEC’s work in water control & forecasting

• Hydraulic & Hydrologic Models & support tools

• Corps Water Management System

– ERDC’s work with• Distributed Modeling

• Graphical User Interfaces

• Parameter Estimation

• Data Tools & Requirements

Page 11: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Hydrologic Engineering Center

Page 12: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

HEC-RASRiver Analysis System

• Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation locks & dams operation. Sediment transport underway.

• GIS utility for geometry, inundation mapping, other parameters. ArcGIS version underway.

Page 13: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

HEC-HMSHydrologic Modeling System

• Event and continuous simulation, multiple routing/ runoff methods, grid precipitation, losses & runoff, coefficient estimation, dam break, powerful GUI. Snowmelt in next version.

• GeoHMS GIS utility for watersheds/sub-watersheds, runoff parameters. ArcGIS 8.X version underway.

Page 14: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

HEC-ResSimReservoir Analysis

• Rule-based multi-purpose system simulation, local hydropower, multiple outlets, network structure, integral to CWMS. System power underway, more routing methods, controls.

• Newest HEC model: latest GUI, code, graphics, etc. Optimization models also.

Page 15: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

CWMSCorps Water Management System

• Corps corporate AIS for water control management. Real-time 24/7 dedicated system. Network-based client-server system. Suite of decision-support models.

• System development ’97 – ’01, deployment ’01 – 02’. Version 1.3 improvements underway.

• Operational in all USACE district and division offices.

Page 16: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

CWMS Decision-support Modeling

Model Working Files

ArcInfo/ArcView

GISFIARASResSimHMS

MFP HFP

Runoff Forecasting via grid/ spatial modeling

Rule-based reservoir system simulation

Unsteady flow river hydraulic routing

Flow-impact analysis of flood damage and response.

Inundation mapping and GIS viewing

Page 17: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

HEC Products and ContactHEC software and reports are available over the Web. Other material via order from HEC office.

HEC Web site: http://www.hec.usace.army.mil

Contact for publications, software:

Hydrologic Engineering Center609 Second StreetDavis, CA 95616Ph 530/756-1104E-mail: [email protected]

Hydrologic Engineering Center

Page 18: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHAGridded Surface/Subsurface Hydrologic Analysis

Page 19: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHADistributed Hydrologic Modeling

• Hydrologic Model • Spatially Distributed

Page 20: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHA

• Uses Land Use, Soil Type Information

Page 21: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHA

Page 22: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHA: Kishwaukee Basin

Page 23: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHA: Kishwaukee Basin

Page 24: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GSSHA: Kishwaukee Basin

Page 25: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Kishwaukee Simplified Soils

• 8 Soil Types• 3 Subsurface

Layers• Simplified by

similar surface, subsurface characteristics

Page 26: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Kishwaukee Land Use

• 6 Classifications– Urban– Corn– Soybeans– Forest– Wetlands– Grassland

Page 27: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Precipitation: Rockford Airport

Rockford, IL PrecipitationMay to September 2002

0

5

10

15

20

25

30

35

40

45

5/4/

2002

5/7/

2002

5/11

/200

25/

14/2

002

5/18

/200

25/

21/2

002

5/25

/200

25/

28/2

002

6/1/

2002

6/4/

2002

6/8/

2002

6/11

/200

26/

14/2

002

6/18

/200

26/

21/2

002

6/25

/200

26/

28/2

002

7/2/

2002

7/5/

2002

7/9/

2002

7/12

/200

27/

16/2

002

7/19

/200

27/

22/2

002

7/26

/200

2

7/29

/200

28/

2/20

028/

5/20

028/

9/20

028/

12/2

002

8/16

/200

28/

19/2

002

8/23

/200

28/

26/2

002

8/30

/200

29/

2/20

029/

5/20

029/

9/20

02

Time (5-1-02 to 9-10-02)

Dep

th (m

m)

June 3-5

Aug 22-23

Page 28: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Preliminary Results

Page 29: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Preliminary Results

Page 30: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Preliminary Results

Page 31: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Preliminary Results

Page 32: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

xMS: The Corps’ Multidimensional

Hydroinformatic Toolbox

Page 33: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

xMSxMS

• xMS is a series of GUIs designed by ERDC to improve modeling productivity– GMS – Groundwater Modeling System– SMS – Surface water Modeling System– WMS – Watershed Modeling System

• Consistent user interface and data structures• Access to tools, utilities, and data sources• Separates site data from the models• Facilitates comparisons of modeling approaches

Page 34: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Watershed Modeling System (WMS)

Page 35: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

WMS Modeling Overview

• Multiple computational models supported – Empirically-based, lumped parameter models– Physically-based, distributed spatial parameter models– Single event models– Continuous models

• Integrates multiple data sources to automate model parameter definition

• Integrates directly with GIS through ArcObjects

Page 36: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

“Lumped” Representation of Watershed

• HEC-1• HEC-

HMS• TR-20• HSPF

Page 37: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Distributed Model GSSHATwo-Dimensional, Physically Based, Hydrologic Model

2-D Overland Flow

1-D Channel Routing

Structured Grid withSpatially Distributed Parameters

Finite differenceFinite volume

Page 38: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Surface Water Modeling System (SMS)

Page 39: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

SMS Components

• Supported Models– TABS (RMA2, RMA4, SED2D)– FESWMS– HIVEL2D– ADCIRC– CGWAVE– STWAVE– CH3D– ICM– HEC-RAS (in development)– CASCADE (in development)

• Supports 1D/2D/3D coastal and riverine hydrodynamic analysis codes

• Steering module for automatic model calibration

Page 40: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Groundwater ModelingSystem (GMS)

Page 41: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GMS ComponentsGMS Components• Single database to house all site data• Site characterization tools• Predictive, numerical simulation

models– Saturated soil models

• MODFLOW/MODPATH• MT3DMS/RT3D• SEAM3D

– Unsaturated/saturated soil models• SEEP2D• FEMWATER/WASH123• ADH

– Immiscible Flow Model - UTCHEM– Groundwater/surface water interaction

• WASH123• ADH

• Visualization tools to view results• Optimization tools for remedial design

Page 42: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

GMS User Base

• Over 1200 Federal Users/Groups at over 300 sites– Army, Navy, Air Force– EPA– DLA– DOE– NRC– NASA

• Over 3000 commercial users in 94 countries

Page 43: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

Recent Applications of Numerical Models for Groundwater Flow and Transport

• DDMT Pump and Treat Remediation Design• DDJC Sharpe Optimization of Plume Capture• Longhorn Army Ammunition Plant• Motsu Confined Disposal Facility• Stratford Army Engine Plant• Milan Army Ammunition Plant• Tooele Army Depot• Massachusetts Military Reservation• Lakehurst Flow and Natural Attenuation• EPA Region #3 Studies (six flow and transport)• South Florida SW/GW Interaction Simulation• Peele-Dixie Wellfield Contamination• DOE – Paducah Gas Diffusion Plant• Pueblo Chemical Depot• Red River Army Depot

Page 44: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

How to Obtain xMS Software

• Distributed from CHL web page located at: http://chl.erdc.usace.army.mil, select the product/services bar and then software from the menu.

• Download package includes executable files, tutorials, and manuals.

• Request password on registration form.• Register software.

Page 45: U. S. Army Corps of Engineers 1 - Jdavis.pdf · HEC-RAS River Analysis System • Steady, unsteady flow, bridges, culverts, network/ quasi-2D, animation, pumps, dam/levee break, navigation

For More Information

• CONTACT:

– ERDC Coastal & Hydraulics Laboraroty• Dr. Jack Davis [email protected]

– ERDC Cold Regions Research Engineering Laboratory• Dr. Robert “Bert” Davis [email protected]

– Hydrologic Engineering Center• Mr. Darryl Davis [email protected]