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Scs Curve Number Table
Scs Curve Number Table. Download scientific diagram | scs curve number table (source: Each subcatchment uses a curve number (cn) to characterize the runoff properties for a particular soil and ground cover.

Finding the weighted curve number and calculating potential maximum retention (s) using eq. The scs runoff equation is 2. I need some advice to choose the scs curve numbers (cn) of my subcatchments in an urban hydraulic simulation.
The Tables Provide Estimates Of The Curve Number (Cn) As A Function Of Hydrologic Soil Group (Hsg), Cover Type, Treatment, Hydrologic Condition, Antecedent Runoff Condition (Arc), And Impervious Area In The Catchment.
For a composite cn, press the percent [%] button. The scs runoff curve number method is developed by the united states department of agriculture (usda) soil conservation service (scs) and is a method of estimating rainfall excess from rainfall (hjelmfelt, 1991). Scs curve numbers, to create the curve number grid.
Click Open To Import The Table And Exit The Open Dialog.
Can more than one person use the software license for his dissertation work. The chapter was prepared originally by mockus (1964), and. The first hypothesis equates the ratio of the actual amount of direct surface runoff (q) to the total rainfall (p) (or maximum potential surface runoff) to the ratio of the amount of actual infiltration (f) to the amount of the potential maximum.
The Scs Runoff Equation Is 2.
Scs curve number look up table. Scs curve numbers are used to. If using corine (european) land use data as a land use grid, download and use this table.
This Video Provides A Brief Overview Of The Soil Conservation Service's (Scs) Or The Natural Resources Conservation Service's (Nrcs) Curve Number (Cn) Method.
Click import in the mapping section to bring up the open dialog. What is the curve number? Therefore the cn choosen by users should not depend of the percent.
, Chapter 9, Presents Tables Of Runoļ¬ Curve Numbers For Land Uses Determined Using Rainfall/Runoļ¬ Data And The Runoļ¬ Equaon Assuming I A /S =0.2.
Calculation of the daily, monthly and annually runoff using eq. 12.2 determination of curve number. I need some advice to choose the scs curve numbers (cn) of my subcatchments in an urban hydraulic simulation.
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