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Direct Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels
Publisher: American Society of Civil Engineers
Abstract: The end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end ...
Solving Trapezoidal Free Overfall by Inserting a Brink Pressure Effect into Sharp-Crested Weir Theory
Publisher: American Society of Civil Engineers
Abstract: Free overfalls offer a simple approach to determining a discharge using a single depth measurement at the end section (brink) of a channel. Fundamental equations based on the sharp-crested weir theory, both continuity and ...
Uses of Precipitation-Based Climate Indices in Drought Characterization
Publisher: American Society of Civil Engineers
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