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  1. www.ars.usda.gov › research › softwareDownload - USDA ARS

    2 Μαΐ 2016 · 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).

  2. 10 Οκτ 2024 · WinTR-55 is a program that provides accurate analysis of the hydrology of the small watershed system. It is a single-event rainfall-runoff, small watershed hydrologic model. It generates hydrographs from urban or agricultural areas and at selected points along the stream system.

  3. You can download the TR-55 Manual here. (2MB PDF format) You can download the complete software and documentation from the NRCS Tech Tools. For additional background information on the TR-55 calculations please see Understanding Hydrology or the "Hydrology" section of the training materials. How it compares to HydroCAD: HydroCAD is widely used ...

  4. 30 Νοε 2023 · 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.

  5. Technical Release 55 (TR-55) presents simplified procedures to calculate storm runoff volume, peak rate of discharge, hydrographs, and storage volumes required for floodwater reservoirs. These procedures are applicable in small watersheds, especially urbanizing watersheds, in the United States.

  6. www.ars.usda.gov › research › softwareSoftware : USDA ARS

    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.

  7. Technical Release 55 (TR-55) presents simplified procedures for estimating runoff and peak discharges in small watersheds. In selecting the appropriate procedure, consider the scope and complexity of the problem, the available data, and the acceptable level of error. While this TR gives special emphasis to urban

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