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Discussion of “<i>Dam‐Break Solution</i>” by Bruce Hunt (June, 1984)
Publisher: American Society of Civil Engineers
Discussion of “<i>Boardman Labyrinth‐Crest Spillway</i>” by John J. Cassidy, Christopher A. Gardner and Robert T. Peacock (March, 1985, Vol. 111, No. 3)
Publisher: American Society of Civil Engineers
Discussion of “<i>Transverse Bed Slope in Alluvial Channel Bends</i>” by A. Jacob Odgaard (December, 1981)
Publisher: American Society of Civil Engineers
Ground‐Water Contamination Due to Transient Sources of Pollution
Publisher: American Society of Civil Engineers
Abstract: This paper presents simple analytical solutions to predict the temporal and spatial distribution of concentrations in one, two, or three‐dimensional fully saturated uniform flow fields caused by instantaneous or finite‐time ...
Guest Editorial
Publisher: American Society of Civil Engineers
Discussion of “<i>Dispersion in Three Dimensions: Approximate Analytic Solutions</i>” by Budhi Sagar (January, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Jury Verdict: Frequency versus Risk‐Based Culvert Design</i>” by Gary L. Lewis (March/April, 1992, Vol. 118, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Riprap Design</i>” by Stephen T. Maynord, James F. Ruff, and Steven R. Abt (July, 1989, Vol. 115, No. 7)
Publisher: American Society of Civil Engineers
Design‐Basis Flood for Rehabilitation of Existing Dams
Publisher: American Society of Civil Engineers
Abstract: Rehabilitation of existing dams in a cost‐effective manner with due regard to hydrologic safety requires a rational method to determine the design‐basis flood (DBF). Four methods are presented to determine the DBF based ...
Analytical Modeling of Contaminant Transport through Vadose and Saturated Soil Zones
Publisher: American Society of Civil Engineers
Abstract: Screening level analyses for risk-based corrective actions and preliminary remediation investigations and feasibility studies for contaminated sites require simple and conservative models for the transport of contaminants ...
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