Rainfall Infiltration-Induced Landslides

Estimating Slope Stability Reduction due to Rain Infiltration Mounding
(Originally published in J. of Geotechnical and Geoenvironmental Engineering 2006, 132(9), 1219-1228.)...

Estimation of Curve Numbers for Concrete and Asphalt
All impervious surfaces are assigned a Curve Number (CN) of 98. However, no field or experimental evidence exists (to our knowledge) that shows why the impervious CN was assigned a value...

Mean and Low Frequency Wave Forces on Semi-Submersibles

An Improved Linearization Technique for Frequency Domain Riser Analysis

Post-Fire Predictions of Peak Discharge

Flood Frequency Prediction: A Methodology for Identifying Structural Uncertainty

Effects of Prior Rainfall and Storm Variables on Curve Number Rainfall-Runoff

Progress Report: ASCE Task Committee on State of the Practice in Curve Number Hydrology
In response to a growing awareness of the role of the Curve Number method in engineering and environmental impact applications, and its limitations, the Committee was formed in late 1997,...

The Watershed Modeling System
The Watershed Modeling System (WMS) is a comprehensive environment for hydrologic analysis developed by the Environmental Modeling Research Laboratory (EMRL) at Brigham Young University...

How the Impacts of Urbanization Are Being Addressed in the Los Angeles River Watershed
Due to an increased interest and concern about the Los Angeles urban environment, studies have begun to focus on the local water cycle and the impact of impervious land on the Los Angeles...

Advice from the Old Rainmaker

Re-Creating the Rainbow Bridge
A team of American and Chinese experts constructed a pier-free arch bridge in China based only on a 12th century...

Frequency of the 1993 Flood in the Upper Mississippi River Basin

Magnitude and Frequency of the 1993 Flood in the Upper Mississippi River Basin

Artificial Neural Networks (ANN) Prediction of Combined Sewer Overflows (CSO) Events and Water Quality in Milwaukee, WI

Basin Response Time: Potential Hydrologic Basin Handprint
Hydrologic lead time is an important factor in many water resources engineering applications. The determination of the response time of a watershed to runoff-producing rainfall is the...

Determination of Flood Frequency as a Function of Mitigation Expenditure
(No paper) This paper describes an approach to the determination of flood frequency as a function of moneys that could be spent to address a road flooding problem caused by runoff from...

Practical Applications of Gage-Adjusted Radar–Rainfall Estimates
(no paper) It is radar's estimates of rainfall at a specific location that tends to disappoint. On the other hand, the strength of rain gage observations is in estimating rainfall at a...

Fuzzy Rule-Based Forecasting of Extreme Rainfall Probability Conditioned on Sea Surface Temperature
(No paper) The recent El Nino event demonstrated the importance of sea-surface temperature on rainfall anomalies. The purpose of this paper is to develop a methodology to forecast extreme...

 

 

 

 

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