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Articles 3361 - 3390 of 3542
Full-Text Articles in Architecture
A Stochastic Model For A Small-Time-Interval-Intermittent Hydrologic Process, Charles Darwin Morris
A Stochastic Model For A Small-Time-Interval-Intermittent Hydrologic Process, Charles Darwin Morris
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
A methodology is developed for the generation of intermittent small-time-interval (15-min.) precipitation. This methodology consists of three components: a probabilistic wet-and-dry sequence component; a Markovian precipitation distribution component; and a regressive spatial-distribution component. The theory of stochastic hydrologic modeling is described and procedures by which this theory can be applied to a hydrologic time series are presented. In particular, the application of the procedures to small-time-interval-intermittent hydrologic processes is given. The methodology is demonstrated by application to an actual precipitation network, the Boneyard Creek raingage network in Champaign-Urbana, Illinois, U.S.A. The trend in frequency of precipitation amounts from the 89-yr. …
Infiltration Formulas By Curve Number Procedure, Jerome A. Westphal
Infiltration Formulas By Curve Number Procedure, Jerome A. Westphal
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
No abstract provided.
Smemax? Caution!, Jerome A. Westphal
Smemax? Caution!, Jerome A. Westphal
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The SMEMAX Transformation was tested on samples generated from log-Pearson Type III and Gumbel Extreme Value Type 1 distributions. Although the transformation results in a distribution with a skew near zero, it is not a true normal distribution. The coefficients of kurtosis for the transformed distributions are always less than three and when the parent distribution approaches a reverse-J shape, the transformed distribution is bimodal. When the skew coefficient of the logarithms of events is -0.5 or greater for samples from the log-Pearson Type III distribution, the SMEMAX procedure underestimates the magnitude of events with return periods of 50 yr …
Plan Of Study For Cross Florida Barge Canal: Economic Analysis, United States. Army. Corps Of Engineers. Jacksonville District
Plan Of Study For Cross Florida Barge Canal: Economic Analysis, United States. Army. Corps Of Engineers. Jacksonville District
Correspondence and Textual Material
At the time of the previous study of transportation savings, commerce in coal primarily for electric power generation could not be ·projected with any degree of accuracy because most electric utilities had not developed firm plans for building new coal-fired plants· or for converting from petroleum products or natural gas to coal at existing plants. Today, with plants already constructed that will burn coal, there is a greater probability of defining coal needs. So there is a need to reevaluate potential coal traffic via the CFBC. Also there is a need to evaluate the other types of benefits mentioned under …