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  • Usda Tr 55 Worksheet 4: Graphical Peak Discharge Method

Get Usda Tr 55 Worksheet 4: Graphical Peak Discharge Method

U.S. Department of Agriculture Natural Resources Conservation Service FL-ENG-21C 04/04 06/04 Tr 55 Worksheet 4: Graphical Peak Discharge Method Project: Designed By: Date: Location: Checked By: Date:.

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Related content

Tr 55 Worksheet 4: Graphical Peak Discharge Method...
U.S. Department of Agriculture. FL-ENG-21C. Natural Resources Conservation Service. 04/04...
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The result is a model that is fairly simple and straightforward to use. Maximum drainage area is limited to 25 square miles.

WinTR-55 is a single-event rainfall-runoff small watershed hydrologic model. The model generates hydrographs from both urban and agricultural areas and at selected points along the stream system. Hydrographs are routed downstream through channels and/or reservoirs.

Peak discharge is the peak rate of runoff (volume per unit time, typically cubic feet per second, cfs), from a drainage area for a given rainfall.

If the Rational method is not used, TR-55, Urban Hydrology for Small Watersheds (NRCS) (see Section 2B-5), may be used for drainage areas up to 2,000 acres.

You are allowed one sheet flow segment with a MAXIMUM LENGTH of 100 feet. You need enter only the length, slope and surface Manning's “n” value from a pull down list. Once you've entered those data, WinTR-55 will estimate the travel time through the sheet flow segment of the time of concentration flow path.

TR-20 represents the full-bore implementation of these methods, whereas TR-55 is a more simplified version that lent itself more to hand calculations. TR-55 was a simplified procedure that was used when engineers didn't have computers that could properly crunch the numbers for them. It was simplified from TR-20.

The TR-55 graphical method calculates peak discharge based on the concept of unit peak flow. The unit peak flow is the peak flow per unit area per unit runoff depth.

Technical Release 55 (TR-55) Urban Hydrology for Small Watersheds was first issued in January 1975 as a simplified procedure to calculate the storm runoff volume, peak rate of discharge, hydrographs and storage volumes required for storm water management structures (SCS, 1975).

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Form Packages
Adoption
Bankruptcy
Contractors
Divorce
Home Sales
Employment
Identity Theft
Incorporation
Landlord Tenant
Living Trust
Name Change
Personal Planning
Small Business
Wills & Estates
Packages A-Z
Form Categories
Affidavits
Bankruptcy
Bill of Sale
Corporate - LLC
Divorce
Employment
Identity Theft
Internet Technology
Landlord Tenant
Living Wills
Name Change
Power of Attorney
Real Estate
Small Estates
Wills
All Forms
Forms A-Z
Form Library
Customer Service
Terms of Service
DMCA Policy
About Us
Blog
Affiliates
Contact Us
Privacy Notice
Delete My Account
Site Map
All Forms
Search all Forms
Industries
Forms in Spanish
Localized Forms
Legal Guides
Real Estate Handbook
All Guides
Prepared for You
Notarize
Incorporation services
Our Customers
For Consumers
For Small Business
For Attorneys
Our Sites
US Legal Forms
USLegal
FormsPass
pdfFiller
signNow
airSlate workflows
DocHub
Instapage
Social Media
Call us now toll free:
1-877-389-0141
As seen in:
  • USA Today logo picture
  • CBC News logo picture
  • LA Times logo picture
  • The Washington Post logo picture
  • AP logo picture
  • Forbes logo picture
© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232