Nrcs deep throated flume

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Uniform Flow at Known Q and y. Sprinkler database Last updated: Acceptable designs that have minimum head loss, maximum head loss, intermediate head loss, or head loss matching the bed drop at the site are highlighted in the output The user can choose the design that best meets their needs. The program takes into consideration pipe diameter, pressure, gate openings or hole sizes, watered furrow spacing, pipe crown elevations, row lengths, and system flow rate for design calculations. Accounting is made for the method of tillage, manure source and application, and method of commercial application. Nutrients considered are manure, organic, and commercial.

This scientific model was adapted by Beccard and Heermann to include the effect of topographic differences in the resulting application depths along the radii of the center pivot in non level fields.

WinFlume for Experts Tony L. Wahl

An acceptable design may exist between those two designs Analysis is repeated using a smaller increment of contraction change within that range. WinFlume brackets the range of possible designs by evaluating flume performance at the maximum design flow: The program provides a standardized means of documenting change for various cost share programs and planning efforts. A copy is available at the following link. Due to retirements of key personnel ARS in no longer maintaining the program. Choose the longer recommended length. Based on user input the model will calculate advance times, recession times, infiltration depths, runoff, deep percolation, and will provide graphical display of the efficiency and options evaluated.








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