Journal of Water Resources Planning and Management: Recent submissions
Now showing items 3121-3140 of 3360
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Joint Reservoir and Aqueduct Design and Operation
(American Society of Civil Engineers, 1988)Numerical quadrature methods are used to solve the integral equations for steady‐state reservoir‐storage density functions. The resulting approximations are used in a variety of problems with particular emphasis on the ... -
Closure to “<i>Planning Detention Storage for Stormwater Management</i>” by Vasudevan G. Loganathan, Jacques W. Delleur, and Rafael I. Segarra (October 1985, Vol. 111, No. 4)
(American Society of Civil Engineers, 1988) -
Schematic Models for Distribution Systems Design. I: Combination Concept
(American Society of Civil Engineers, 1988)This is the first of two papers dealing with schematic models for water distribution systems. Schematic models for use in preliminary design of water distribution systems are developed by two approaches: (1) A step‐wise ... -
Modeling Water Quality in Distribution Systems
(American Society of Civil Engineers, 1988)Water quality although acceptable when it leaves the treatment plant may deteriorate before it reaches the user. Changes in quality may be caused by chemical or biological transformations, by a loss of system integrity, ... -
Groundwater Contamination Benefit‐Cost Analysis Methodology
(American Society of Civil Engineers, 1988)A procedure for estimating benefits associated with the cleanup of groundwater contamination is proposed. The first step in this procedure is development of a joint probability distribution of contaminant concentration and ... -
Schematic Models for Distribution Systems Design, II Continuum Approach
(American Society of Civil Engineers, 1988)This is the second of two papers dealing with the development and use of schematic models for water distribution systems. The first paper covered methods for step‐wise combination of elements into equivalent ones. Herein, ... -
Metropolitan Water Market Development: Seattle, Washington, 1887–1987
(American Society of Civil Engineers, 1988)In many metropolitan areas it is common for a large central city to sell water to many of its surrounding suburban communities. In the Seattle, Washington metropolitan region, the city (population 494,000) provides water ... -
Planning Model for Optimal Control of Saltwater Intrusion
(American Society of Civil Engineers, 1988)A planning model is presented for the control of seawater intrusion in regional groundwater systems. The management model is structured as a problem in optimal control. The hydraulic response equations, which are developed ... -
Discussion of “<i>Risk Information for Floodplain Management</i>” by L. Douglas James and Brad Hall (October 1986, Vol. 112, No. 4)
(American Society of Civil Engineers, 1988) -
Fitting Minima of Flows Via Maximum Likelihood
(American Society of Civil Engineers, 1988)A statistical method for deriving frequency distribution functions of minima of streamflows is presented. An innovative feature of the proposed methodology is that it does not require the specification of a parent distribution ... -
Reviewers of the Journal of Water Resources Planning and Management
(American Society of Civil Engineers, 1988) -
Sizing of Terminal Units in Surface Irrigation Projects: I
(American Society of Civil Engineers, 1988)The problem of optimal turnout area size is analyzed using an approach common to the casual processes theory (CPT) of mathematical sociology and to the systems engineering approach. The three basic CPT models with different ... -
Water and Development: A Complex Relationship
(American Society of Civil Engineers, 1988)The water resource has a wide range of interactions in socio‐economic development processes. Water projects that enhance the attributes of water, or control its negative effects, may stimulate development and have been ... -
Hydrologic Study of Large Basin in Eastern Wyoming
(American Society of Civil Engineers, 1988)A case study of the Horse Creek basin in eastern Wyoming is presented. The study involved calculating the 100‐year frequency and the probable maximum flood at several potential dam locations using a deterministic hydrologic ... -
Sizing of Terminal Units in Surface Irrigation Projects: II
(American Society of Civil Engineers, 1988)The terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, ... -
Conflict Resolution in Water Resources: Two 404 General Permits
(American Society of Civil Engineers, 1988)The use of alternative dispute resolution techniques in water resources is demonstrated and experience evaluated against current theory of bargaining and negotiating. Conflicts among environmentalists, developers, and ... -
Physical and Computer Models of Multiquality Networks
(American Society of Civil Engineers, 1987)Solute transport in a multiquality water network is a complicated process, which recently gained increasing attention in view of the interest in environmental problems and the increased use of brackish water. A reduced‐scale ... -
Implementing Dual‐Purpose Stormwater Detention Programs
(American Society of Civil Engineers, 1987)Stormwater management has been mainly directed to requiring developers to take steps to reduce flood damages due to increased runoff caused by their developments. The principal means employed has been conventional detention ... -
Effects of Uncertainties on Optimal Risk‐Based Design of Hydraulic Structures
(American Society of Civil Engineers, 1987)Hydraulic structures are designed with reference to some natural events that could be imposed on the structure during its anticipated service life. Due to the existence of various uncertainties, the design of hydraulic ... -
Discussion of “<i>Lower Mississippi Valley Floods of 1982 and 1983</i>” by William E. Read and Michael C. Robinson (October, 1985, Vol. III, No. 4)
(American Society of Civil Engineers, 1987)