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Closure to “<i>Dimensionless S‐Graphs for Urban Watersheds</i>” by Richard H. McCuen and Theodore V. Hromadka II (July, 1987, Vol. 113, No. 7)
Publisher: American Society of Civil Engineers
Dimensionless S‐Graphs for Urban Watersheds
Publisher: American Society of Civil Engineers
Abstract: The unit hydrograph is a widely used method for hydrologic design. However, there is a general lack of understanding about the accuracy of the unit hydrographs used in urban areas. Analysis of storm data from seven urban ...
Risk of Debris‐Basin Failure
Publisher: American Society of Civil Engineers
Abstract: Debris basins are a common engineering structure used to control debris flows. Knowledge of the risk of failure as a function of important design variables can improve decision making and can be used as a basis for minimizing ...
Regionalized Partial‐Duration Balanced‐Hydrograph Model
Publisher: American Society of Civil Engineers
Abstract: For design problems where annual‐event analyses are inappropriate, such as in the case of channel scour due to floods above a threshold, multiple‐event analyses with partial duration series should be used. A procedure for ...
Flood Skew in Hydrologic Design on Ungaged Watersheds
Publisher: American Society of Civil Engineers
Abstract: The skew of a peak‐discharge frequency curve is an important determinant of the magnitude of events having small exceedance probabilities. Unfortunately, methods for estimating skews for ungaged locations provide highly ...
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