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WinTR-20 Project Formulation Hydrology Computer Program. Overview. Presented by: WinTR-20 Development Team. Objectives. Background of the development: WinTR-20 computer program Provide a brief description of the program
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WinTR-20Project Formulation HydrologyComputer Program Overview Presented by: WinTR-20 Development Team
Objectives • Background of the development: WinTR-20 computer program • Provide a brief description of the program • Give an overview of the model, including its capabilities and limitations WinTR-20 Overview March 2009
Background • Technical Release 20 Computer Program for Project Formulation Hydrology (TR-20) was first released in 1965 • Revised in 1982, 1983, and 1986 • Revision in February 1992 • Major revision late 1998 WinTR-20 Overview March 2009
Background (continued) • Major revision in late 1998 - WinTR-20 team was formed. - WinTR-20 team charge was to: 1. Modernize and revise the TR-20 computer software. 2. Upgrade the source code to Visual Basic. 3. Change the philosophy of data input. 4. Provide plots. 5. Windows interface and output post-processor. - First version of Windows based WinTR-20 was released in late September 2004. WinTR-20 Overview March 2009
WinTR-20 New Features • Muskingum-Cunge Channel Routing replaces ATT-KIN • Sub-Area / Reach Routing Concept replaces old Standard Control • Runoff Curve Number (RCN) Calculation Option • Time of Concentration (Tc) Calculation Option WinTR-20 Overview March 2009
WinTR-20 New Features (continued) • Graphics WinTR-20 Overview March 2009
Model Overview • WinTR-20 System Controller / Editor • Capabilities / Limitations • Minimum Data Requirements WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor - File • File - New WinTR-20 File - Open Existing WinTR-20 File - ReOpen Last Session - Convert Old Data - Import HEC-RAS - Import NOAA Atlas Data - Local Land Use - Local Soil / HSG - Save - Save As - Exit New! WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor - View • View - Schematic - Input File - Printed Page File - Error File - Debug File - Hydrograph File - FloodEcon File - Smoothed NOAA File WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor - Run • Run WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor - Plots • Plots - Hydrograph - Storm - Peak Flow - Time Analysis - Alternate - Location WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor - Help • Help - WinTR-20 System Diagram - Overview - Help Facilities - Getting Started - About Controller / Editor - Smoothing NOAA 14 Data WinTR-20 Overview March 2009
WinTR-20 System Controller / Editor – Data Section • Alternate Analysis: • Dimensionless Unit Hydrograph: • Duration Increment: • Global Output: • Input Hydrograph: • Rainfall Distribution: • Stream Cross Section: • Stream Reach: • Storm Analysis: • Structure Rating: • Sub-Area: • Time Analysis: • WinTR-20: Version 1.11 • Verification: WinTR-20 Overview March 2009
WinTR-20 Identifier Window • WinTR-20: Version 1.11 - Input Units Code: - Output Units Code: - Minimum Hydrograph Value: - Watershed Description: WinTR-20 Overview March 2009
Close Window Buttons • Two choices are given on most screens: • Accept Changes (Close) – All data shown will written to the input file. Selecting this accepts the data you’ve entered and returns you to the previous screen. • No Changes (Close) – None of the changes made to items in that window will be written to the input file. Select this to keep the original data and return to the previous screen. WinTR-20 Overview March 2009
Sub-area/Reach Concepts • Watershed - system of sub-areas and reaches • Sub-areas - watersheds that generate runoff - feed into the upstream end of reaches • Reaches or Routing Elements- represent watershed stream flow paths or structures • Channel Routing elements - Stream Reaches • Structure Routing elements - Reservoir/Structure Reaches • Watershed Outlet-final reach(required for all watersheds) WinTR-20 Overview March 2009
Sub-area/Reach Concepts • Watershed- system of sub-areas and reaches • Reaches- represent watershed flow paths (stream channels) or structures • Sub-areas - watersheds that generate runoff WinTR-20 Overview March 2009
Sub-area Connectivity Sub-areaReceiving Reach A1 R1 (storage) A2 R2 (stream) A3 Outlet WinTR-20 Overview March 2009
Reach Connectivity Upper ReachReceiving Reach R1 (res.) R2 (stream) R2 (stream) Outlet R1 R2 WinTR-20 Overview March 2009
Sub-area 2 Reach 2 Outlet (ReachRouting) Reach 1(storage routing) Sub-area 3 Sub-area 1 Legend Storage Area Sub-Area Inflow Points Schematics WinTR-20 Overview March 2009
WinTR-20 Schematics WinTR-20 Overview March 2009
Sub-Area: Window • Sub-Area: - Sub-Area Identifier: - Sub-Area Reach Identifier: - Sub-Area Rain Gage Identifier: - Sub-Area Peak Output Code: - Sub-Area Hydrograph Output Code: - Sub-Area Time Analysis Code: - Sub-Area Hydrograph File Code: • Land Use Details • Tc Details WinTR-20 Overview March 2009
Help Window • Click on text variable name. Click on it again to remove the help. WinTR-20 Overview March 2009
Stream Reach: Window WinTR-20 Overview March 2009
Stream Cross Section: Window WinTR-20 Overview March 2009
Structure Rating: Window WinTR-20 Overview March 2009
Storm Analysis: Window WinTR-20 Overview March 2009
Global Output: Window WinTR-20 Overview March 2009
Rainfall Distribution: Window WinTR-20 Overview March 2009
Input Hydrograph: Window WinTR-20 Overview March 2009
Dimensionless Unit Hydrograph: Window WinTR-20 Overview March 2009
Time Analysis: Window WinTR-20 Overview March 2009
Alternate Analysis: Window WinTR-20 Overview March 2009
Verification: Window WinTR-20 Overview March 2009
Output • Graphical • Tabular WinTR-20 Overview March 2009
Input file “example.inp” Output file “example.out” Hydrograph file “example.hyd” Error file “example.err” Debug file “example.dbg” File Management within WinTR-20 WinTR-20 Overview March 2009
Types of reaches Channel or Structure Channel Manning “n” 0.005-1.00 Reach Routing Muskingum-Cunge Sheet Flow Max. Length 100 feet Runoff Curve Number 30-100 Weighted Curve Number 30-100 Drainage Area 1 acre to 300 square miles Single sub-area min 1 acre - max 20 sq. miles Capabilities & Limitations WinTR-20 Overview March 2009
Minimum Data Requirements • Data required for a single sub-area run can be entered on the WinTR-20 System Controller/Editor Main Window. These data include: • WinTR-20 Identifier – Input and Output Units Code, Minimum Hydrograph Value, and Watershed Description • Storm Analysis Identifier – Gage Rain Table (Type I, etc.), Gage Antecedent Runoff Condition, and Rainfall Data • Sub-Area Identifier – Reach, Drainage Area, Weighted Curve Number, Time of Concentration (Tc), and Output Code (Peak, Hydrograph, Time Analysis, and Hydrograph File) • Global Output (at least one item selected). WinTR-20 Overview March 2009
User Responsibility • Results from the model can be sensitive to the input data. • It is the user’s responsibility to ensure that all the input data (whether it is actually entered or implied through default values for blank data fields) is appropriate. WinTR-20 Overview March 2009
WinTR-20 web sites • NRCS users may find WinTR-20 by: Contact your state ITS for download • Non-NRCS users may find WinTR-20 at: http://www.wsi.nrcs.usda.gov/products/W2Q/H&H/Tools_Models/WinTR20.html • E-mail questions to: LO-OR-NRCS-TR20@one.usda.gov WinTR-20 Overview March 2009
William H. Merkel Maryland 301-504-3956 Helen Fox Moody Maryland 301-504-3948 Quan D. Quan Maryland 301-504-3952 Dan Moore Oregon 503-414-3054 John McClung Arkansas 501-210-8902 Pete Cooper Minnesota 651-602-7884 Geoff Cerrelli Pennsylvania 717-237-2214 Thom Garday Arkansas 501-210-8905 Don Woodward NRCS-Retired Roger Cronshey NRCS-Retired WinTR-20 Development Team WinTR-20 Overview March 2009
Summary • Reviewed the background of the development for WinTR-20 • Provided a brief description of the Program • Gave an overview of the model including its capabilities and limitations WinTR-20 Overview March 2009
The End WinTR-20 Overview March 2009