Evaluation of Aquifer Parameters by Means of Field Tests and Using Different Conceptual Models
Predicting Embankment Dam Breach Parameters - A Needs Assessment
Performance Parameter Evaluation of Potential Hydraulic Structure Failure Modes
Spatial and Temporal Variability of Estimated Maximum Soil Freezing Depths in the Northeastern U.S.
ASCE Official Register 1996
The OFFICIAL REGISTER is published annually to provide ready access to governing documents, statistics, and general information about ASCE for leadership, members, and staff. It includes...
Budgets
Marketing budgets vary greatly from company to company. They will be much larger, when you calculate labor as a percentage of total marketing costs, for smaller firms than larger ones....
Project Quality
Quality means that you must listen to the client. You are not the last word, especially when it comes to the budget, the design fee, and the parameters of the project on which you are...
Estimation of Turning Movement Proportions from Partial Sets of Traffic Counts at Intersections
Parameterisation of Triad Interactions in Wave Energy Models
Neptune--An Integrated Approach to Determining NW European Coastal Extremes
Potential Microbial Impacts on Groundwater Quality
Over the last decade there has been significant progress in the understanding of sub-surface microbiology. The ubiquity of microorganisms within groundwaters forms a major part of these...
Distributed Parameter Hydrologic Modeling and NEXRAD for River Forecasting: Scale Issues Facing the National Weather Service
With the advent of NEXRAD (Next Generation RADar), the National Weather Service has the opportunity to move from current lumped parameter modeling to more of a distributed parameter hydrologic...
Flood Quantiles for Small Watersheds Using Peak Elevation to Volume Method
Evaluation of Sampling Properties of General Extreme Value (GEV) Distribution-L-Moments Vs Conventional Moments
The sample estimates of conventional moments are shown to be biased and this bias increases for small samples, and especially so when the skewness is high (Wallis et al., 1974). The recently...
Statistical Distributions and Natural Hydrograph
For design projects in the water resources area, a hydrograph is commonly used to determine the flood volume generated by a given drainage basin. The division of total flow into direct...
FLODRO 2.0: A User Friendly Personal Computer Package for Flood and Drought Frequency Analyses
The use of personal computers have changed dramatically the way to perform several studies related with hydrological problems. The increased capabilities of the current generation of personal...
SpatioTemporal Stochastic Open-Dhannel Flow
The de Saint Venant equations are solved as stochastic partial differential equations whose parameters (hydraulic resistance, bed slope, cross-section geometiy, inflow hydrograph, seepage,...
Study on Fuzzy ANN and its Application in Runoff Forecast
Rational Design and Operation of Packed Bed Adsorption Reactors
Design of packed bed adsorption reactors is based presently upon the parameter empty bed contact time (EBCT), a fallacious concept. The column wave front behavior, instead, should be the...
Production of Nitrous Oxide Gas under Sequencing Batch Reactor System
N2O, like CO2, H2O, and CH6,...
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