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Potential Effects Of Climate Change On Ecologically Relevant Streamflow Regimes, Sulochan Dhungel, David G. Tarboton, Jiming Jin, Charles P. Hawkins
Potential Effects Of Climate Change On Ecologically Relevant Streamflow Regimes, Sulochan Dhungel, David G. Tarboton, Jiming Jin, Charles P. Hawkins
Civil and Environmental Engineering Faculty Publications
We assessed the climate-driven changes in ecologically relevant flow regimes expected to occur by the year 2100 in streams across the conterminous United States. We used long-term daily flow measurements from 601 gauged streams whose watersheds were in relatively natural condition to characterize spatial variation in 16 flow regime variables selected for their ecological importance. Principal component analysis of these 16 variables produced five uncorrelated factors that described patterns of spatial covariation in flow regimes. These five factors were associated with low flow, magnitude, flashiness, timing, and constancy characteristics of the daily flow regime. We applied hierarchical clustering to the …
Optimization Model For National Water Master Planning: Design And Documentation, Richard C. Peralta
Optimization Model For National Water Master Planning: Design And Documentation, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
Physical distribution system and Balancing and Allocation and Transfer modules descriptors.
Modification Of Flow Model And Optimal Pumping Strategies For Capturing Tce And Dce Plumes Near Mission Drive, Wurtsmith Air Force Base, Michigan: Feasibility Study, Alaa H. Aly, Richard C. Peralta
Modification Of Flow Model And Optimal Pumping Strategies For Capturing Tce And Dce Plumes Near Mission Drive, Wurtsmith Air Force Base, Michigan: Feasibility Study, Alaa H. Aly, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
Utah State University (USU) and Parsons Engineering Science (PES) were tasked by the Air Force Center for Environmental Excellence to:
( 1) Modify the three-dimensional basewide ground-water flow model for Wurtsmith Air Force Base (WAFS), Michigan (PES, 1997) based on recent investigation by ICF Kaiser (ICF).
(2) Develop contaminant transport models for OT-24 area TCE and DCE plumes. These models will use the same parameters that were used by ICF in their feasibility study ..
(3) Use the flow and transport models to develop optimal pumping strategies to achieve cleanup and capture of the plumes
A Nonparametric Wet/Dry Spell Model For Resampling Daily Precipitation, Upmanu L. Lall, Balaji Rajagopalan, David G. Tarboton
A Nonparametric Wet/Dry Spell Model For Resampling Daily Precipitation, Upmanu L. Lall, Balaji Rajagopalan, David G. Tarboton
Civil and Environmental Engineering Faculty Publications
A nonparametric wet/dry spell model is developed for resampling daily precipitation at a site. The model considers alternating sequences of wet and dry days in a given season of the year. All marginal, joint, and conditional probability densities of interest (e.g., dry spell length, wet spell length, precipitation amount, and wet spell length given prior to dry spell length) are estimated nonparametrically using at-site data and kernel probability density estimators. Procedures for the disaggregation of wet spell precipitation into daily precipitation and for the generation of synthetic sequences are proffered. An application of the model for generating synthetic precipitation traces …
Introducing Uncertainty Of Aquifer Parameters Into An Optimization Model, Robert L. Ward, Richard C. Peralta
Introducing Uncertainty Of Aquifer Parameters Into An Optimization Model, Robert L. Ward, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
A stochastic analysis is made for a previously described groundwater contaminant management model {Peralta and Ward, 1988). The stochastic model is based on incorporating uncertainty of the aquifer parameters transmissivity and effective porosity into the model. This is accomplished by finding the partial derivative of drawdown with respect to each of these parameters using a Taylor series expansion approximation of the Theis equation. Input that is required for the stochastic version is the mean of the transmissivity and effective porosity, the coefficient of variation of the transmissivity and effective porosity, and a reliability level (0%-100%) . The reliability is a …
Review Of Planning Distribution Model (Pdm) Status And Application Possibilities For The Egyptian Irigation System, Robert W. Hill, Richard C. Peralta, Gary P. Merkley
Review Of Planning Distribution Model (Pdm) Status And Application Possibilities For The Egyptian Irigation System, Robert W. Hill, Richard C. Peralta, Gary P. Merkley
Civil and Environmental Engineering Faculty Publications
The comprehensive water management Planning Distribution Model, or PDM, was developed by the Biological and Irrigation Engineering Department, Utah State University (USU), under contract with the United States Bureau of Reclamation (USBR). Most of the work was carried out in the Planning Sector, Ministry of Public Works and Water Resources (MPWWR) , in Cairo, under the Planning Studies and Models Component of the USAID funded Irrigation Management Systems Project.
Pluman, Decision Support System For Groundwater Contaminant Plume Simulation/Optimization Management Model, Herminio H. Suguino, Richard C. Peralta
Pluman, Decision Support System For Groundwater Contaminant Plume Simulation/Optimization Management Model, Herminio H. Suguino, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
No abstract provided.
Vilma (Virtually Interactive Large Scale Model For Arkansas), Rosalinda R.A. Cantiller, Richard C. Peralta
Vilma (Virtually Interactive Large Scale Model For Arkansas), Rosalinda R.A. Cantiller, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
This user’s guide supports the use of VILMA (Virtually Interactive Large-scale Model for Arkansas). This document presents the basic concepts in Chapter I. Chapter II discusses the execution steps that the user follows during a VILMA session. Chapter III provides a detailed illustration of example data files. Chapter IV presents two example VILMA sessions. Finally, Chapter V elaborates on additional concepts. The Appendices consist of relevant program listings, instructions, and example files. In this user’s guide, the word "interactive" means the user enters his responses to the prompts that appear on a computer terminal while he is logged on to …