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Articles 1 - 12 of 12
Full-Text Articles in Engineering
Future Quaternary Groundwater Accessibility In The Grand Prairie ‑ 1993, Richard C. Peralta, Amin Yazdanian, Paul J. Killian, Robert N. Shulstad
Future Quaternary Groundwater Accessibility In The Grand Prairie ‑ 1993, Richard C. Peralta, Amin Yazdanian, Paul J. Killian, Robert N. Shulstad
Civil and Environmental Engineering Faculty Publications
No abstract provided.
Regional Target Level Modification For Groundwater Quality, Bithin Datta, Richard C. Peralta
Regional Target Level Modification For Groundwater Quality, Bithin Datta, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
A procedure for modifying an optimal regional potentiometric surface designed solely on the basis of quantitative considerations, is described, These modifications are based on quality considerations in a sub-system of the-regional system. The affected changes in the water levels are shown to satisfy optimality criteria under specific conditions. An illustrative example is also provided
Conjunctive Use/Sustained Groundwater Yield Design, Richard C. Peralta
Conjunctive Use/Sustained Groundwater Yield Design, Richard C. Peralta
Civil and Environmental Engineering Faculty Publications
Assuring the sustained availability of groundwater from all parts of an aquifer system is analogous to assuring that the potentiometric surface does not change over the long term. Such a steady-state surface is maintained by a specific spatially distributed pattern of groundwater withdrawal. The finite difference form of the linearized Boussinesq equation for steady two-dimensional flow through porous media is used in models that design optimal regional potentiometric surfaces and the conjunctive water use/sustained yield strategies that maintain them. Presented objectives of such models include minimization of unmet water needs. minimization of the regional cost of attempting to satisfy water …
Interstate Transfers Of Water: Opportunities And Obstables [Sic], A. Dan Tarlock
Interstate Transfers Of Water: Opportunities And Obstables [Sic], A. Dan Tarlock
Western Water Law in Transition (Summer Conference, June 3-5)
34 pages.
The Prior Appropriation System In Western Water Law: The Law Viewed Through The Example Of The Rio Grande Basin, James N. Corbridge Jr., Charles F. Wilkinson
The Prior Appropriation System In Western Water Law: The Law Viewed Through The Example Of The Rio Grande Basin, James N. Corbridge Jr., Charles F. Wilkinson
Western Water Law in Transition (Summer Conference, June 3-5)
17 pages.
Contains references.
Administering Water Rights: The Permit System, Lawrence J. Wolfe
Administering Water Rights: The Permit System, Lawrence J. Wolfe
Western Water Law in Transition (Summer Conference, June 3-5)
69 pages.
Contains references.
Administering Water Rights: The Colorado System, Raymond L. Petros
Administering Water Rights: The Colorado System, Raymond L. Petros
Western Water Law in Transition (Summer Conference, June 3-5)
140 pages (includes illustrations and maps).
Contains bibliography.
Effect Of Rules And Laws On The Sustained Availability Of Groundwater, Richard C. Peralta, Paul Killian, Keyvan Asghari
Effect Of Rules And Laws On The Sustained Availability Of Groundwater, Richard C. Peralta, Paul Killian, Keyvan Asghari
Civil and Environmental Engineering Faculty Publications
No abstract provided.
Exfiltration From Stormwater Ponds In Central Florida, Nicolas E. Andreyev
Exfiltration From Stormwater Ponds In Central Florida, Nicolas E. Andreyev
Retrospective Theses and Dissertations
The objective of this study is to develop guidelines for the analysis of storm water retention ponds in Central Florida. Development of a combined seepage analysis considering both unsaturated and saturated groundwater flow incorporation into a systematic approach for storm water retention pond design will result in safer and more economical storm water management practices. The research was conducted in four phases: 1) A literature review. 2) A review of mathematical and empirical analysis of transient – unsaturated/saturated groundwater flow. 3) Construction and testing of a downscaled storm water pond model. 4) Incorporation of full scale percolation pond test data …
Optimal Regional Potentiometric Surface Design: Least Cost Water Supply/Sustained Groundwater Yield, Richard C. Peralta, Paul J. Killian
Optimal Regional Potentiometric Surface Design: Least Cost Water Supply/Sustained Groundwater Yield, Richard C. Peralta, Paul J. Killian
Civil and Environmental Engineering Faculty Publications
A distributed parameter groundwater management model utilizing quadratic programming to develop an optimal regional steady-state potentiometric surface and its sustained groundwater withdrawal strategy is presented. It minimizes the regional cost of attempting to satisfy the water needs of each finite-difference cell (a) from groundwater and diverted surface water or (b) from groundwater and reduction of water needs achieved by reducing production acreages. Groundwater elevations, withdrawal and recharge are constrained, satisfying legal and hydrologic constraints. The technique is applicable for assuring a regional sustained yield of groundwater in a conjunctive water management setting. It represents the first application of optimization in …
Development Of Optimal Sustained Yield Groundwater Withdrawal Strategies For The Boeuf‑Tensas Basin In Arkansas, Richard C. Peralta, Bithin Datta, Jamal Solaimanian, Paul J. Killian, Amin Yazdanian
Development Of Optimal Sustained Yield Groundwater Withdrawal Strategies For The Boeuf‑Tensas Basin In Arkansas, Richard C. Peralta, Bithin Datta, Jamal Solaimanian, Paul J. Killian, Amin Yazdanian
Civil and Environmental Engineering Faculty Publications
No abstract provided.
Infiltration Through Roadside Swales, Eduardo. Avellaneda
Infiltration Through Roadside Swales, Eduardo. Avellaneda
Retrospective Theses and Dissertations
In recent years, there have been efforts to develop a design procedure for swale systems which could be applied to permeable soils. This design should consider space limitations or any other site restriction. Five existing swale sites in the Central Florida area were instrumented to determine flow rates and permeability’s. Twenty-two experiments were performed. It is concluded that the use of a double-ring infiltrometer to determine the infiltration rate is possible for existing swale sites. Another conclusion is that published values of permeability are very variable and accurate, nor specific enough to predict actual infiltration rates. However, very conservative values …