Now showing items 2541-2560 of 3360

    • Benefits from Including Wetland Component in Water Supply Projects 

      Steven Piper; Jonathan Platt (American Society of Civil Engineers, 1998)
      A land use management plan is currently under consideration in the Turtle Lake area of North Dakota that would help preserve wetlands and allow land development for irrigation. The plan is unique because it includes a ...
    • Stochastic Approach to Delineating Wellhead Protection Areas 

      Charles V. Camp; James E. Outlaw Jr. (American Society of Civil Engineers, 1998)
      Delineating the wellhead protection area (WPA) is a vital component in the development of a comprehensive wellhead protection program. WHPA is a series of computer programs developed for the U.S. Environmental Protection ...
    • 2D Multilevel Model for Flood Wave Propagation in Flood-Affected Areas 

      G. Aronica; T. Tucciarelli; C. Nasello (American Society of Civil Engineers, 1998)
      A hyperbolic model for the simulation of flood wave propagation on initially dry land is presented. The convective inertia terms are neglected in the momentum equations. This assumption allows the use of a finite element ...
    • Surface-Subsurface Model for Trench Infiltration Basins 

      James C. Y. Guo (American Society of Civil Engineers, 1998)
      This study presents a surface-to-subsurface two-dimensional (2D) model for the design of infiltration trench basins. It assists engineers in estimating the size of an infiltration basin and in determining the subsurface ...
    • Input-Output Economic Evaluation of System of Levees 

      J. Rolf Olsen; Peter A. Beling; James H. Lambert; Yacov Y. Haimes (American Society of Civil Engineers, 1998)
      Recent large-scale flooding in northern California and the scale of the 1993 flood of the Mississippi and Missouri Rivers have demonstrated that floodplain management should be conducted for regions, rather than only for ...
    • Optimal Operation of South Indian Irrigation Systems 

      V. Ravikumar; K. Venugopal (American Society of Civil Engineers, 1998)
      An optimal operation model development method for a typical south Indian irrigation system is developed. This method envisions three phases of modeling. First is a simulation model to simulate the command area of the ...
    • Irrigation Planning: Integrated Approach 

      Ehsanolah Malek-Mohammadi (American Society of Civil Engineers, 1998)
      An integrated optimization model is developed for planning irrigation systems. In this work, surface reservoir capacity, ground-water and spring withdrawal, delivery system capacities (including canals, pumping stations, ...
    • Drought Contingency Planning: Evaluating the Effectiveness of Plans 

      Anne Shepherd (American Society of Civil Engineers, 1998)
      This article reports results from a two-year research project to evaluate the effectiveness of drought contingency plans. The research developed a metalevel framework for evaluating plans before a drought. In addition, it ...
    • Probabilistic Model for Water Distribution Reliability 

      Chengchao Xu; Ian C. Goulter (American Society of Civil Engineers, 1998)
      A two-stage methodology for assessment of reliability of water distribution networks recognizing uncertainties in nodal demands, pipe capacity, reservoir/tank levels, and availability of system components is proposed. In ...
    • Detecting Accidental Contaminations in Municipal Water Networks 

      Avner Kessler; Avi Ostfeld; Gideon Sinai (American Society of Civil Engineers, 1998)
      A methodology for finding the optimal layout of a detection system in a municipal water network is formulated and demonstrated. The detection system considered consists of a set of monitoring stations aimed at detecting a ...
    • Water-Resources Optimization Model for Santa Barbara, California 

      Tracy Nishikawa (American Society of Civil Engineers, 1998)
      A simulation-optimization model has been developed for the optimal management of the city of Santa Barbara's water resources during a drought. The model, which links ground-water simulation with linear programming, has a ...
    • Dynamic Optimal Control of In-Situ Bioremediation of Ground Water 

      Barbara Spang Minsker; Christine A. Shoemaker (American Society of Civil Engineers, 1998)
      A coupled optimal control and simulation model is presented that selects injection and extraction well sites and pumping rates for cost-effective in-situ bioremediation design. Application of the model to a hypothetical ...
    • Urban Wet-Weather Flow Management: Research Directions 

      Richard Field; Michael Borst; Thomas P. O'Connor; Mary K. Stinson; Chi-Yuan Fan; Joyce M. Perdek; Daniel Sullivan (American Society of Civil Engineers, 1998)
      This article highlights the U.S. Environmental Protection Agency's wet-weather flow management and pollution control research needs and anticipated research directions for the next five years. It outlines the
    • Environmental Impact Evaluation of Spatial Management Practices Using Simulations with Spatial Data 

      F. S. Goderya; M. F. Dahab; W. E. Woldt; I. Bogardi (American Society of Civil Engineers, 1998)
      This paper addresses the diffuse [non-point source (NPS)] contamination problem by integrating the environmental impact analysis in production practices with the economics of spatial management methods. It employs a ...
    • Heuristic Branch-and-Bound Method for Ground Water Development Planning 

      Bancha Kwanyuen; Darrell G. Fontane (American Society of Civil Engineers, 1998)
      A ground water development planning problem considering the minimization of both fixed installation and variable operation costs is formulated using the response matrix method. This mixed integer, nonlinear problem is ...
    • Optimal Scheduling of Booster Disinfection in Water Distribution Systems 

      Dominic L. Boccelli; Michael E. Tryby; James G. Uber; Lewis A. Rossman; Michael L. Zierolf; Marios M. Polycarpou (American Society of Civil Engineers, 1998)
      Booster disinfection is the addition of disinfectant at locations distributed throughout a water distribution system. Such a strategy can reduce the mass of disinfectant required to maintain a detectable residual at points ...
    • Reservoir Flow Sensitivity to Inflow and Ambient Parameters 

      Ruochuan Gu; Se-Woong Chung (American Society of Civil Engineers, 1998)
      The effects of inflow boundary conditions, ambient stratification, and geometry on the behavior of a density-induced current in a stratified reservoir are quantified through numerical experiments with a validated two-dimensional ...
    • Management Model for Conjunctive Use of Coastal Surface Water and Ground Water 

      Pamela G. Emch; William W-G. Yeh (American Society of Civil Engineers, 1998)
      A nonlinear multiobjective management model has been developed for managing water use within a coastal region. Two conflicting objectives are considered: cost-effective allocation of surface water and ground water supplies, ...
    • Developing Geographic Information Systems for Land Use Impact Assessment in Flooding Conditions 

      S. J. Boyle; I. K. Tsanis; P. S. Kanaroglou (American Society of Civil Engineers, 1998)
      Geographic Information Systems (GIS) technology is used to develop automated methods for quantifying the spatial variability of flood hazard. An interface module developed within GIS incorporated flood water elevations ...
    • Fuzzy Optimization Model for Water Quality Management of a River System 

      K. Sasikumar; P. P. Mujumdar (American Society of Civil Engineers, 1998)
      A fuzzy waste-load allocation model, FWLAM, is developed for water quality management of a river system using fuzzy multiple-objective optimization. An important feature of this model is its capability to incorporate the ...