Search results for "Environmental engineering"

showing 10 items of 2674 documents

Optical method for determining optical brightener concentration in water solution

2006

The field of environmental sensors has been developing driven by the Baltic Sea environmental considerations. The authors propose the use of optical methods for developing sensitive, selective and low cost approach to address water media emitted matter research. An optical method to detect the human anthropogenic load presence in water bodies by measuring minute optical brighteners (OBs) concentration in water due to the laundry effluent is demonstrated. The authors propose to use OBs as a conveniently and affordably detectable optical parameter to compare the levels of human impact on the water bodies studied.

Optical brightenerBaltic seabusiness.industryEnvironmental engineeringEnvironmental scienceStimulated emissionOptical filterWater pollutionProcess engineeringbusinessEffluent2006 Northern Optics
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Minor Losses and Best Manifold Position in the Optimal Design of Paired Sloped Drip Laterals

2018

Optimal design0208 environmental biotechnologyMinor (linear algebra)Soil ScienceGeometry04 agricultural and veterinary sciences02 engineering and technologyDrip irrigation020801 environmental engineeringlaw.inventionlawPosition (vector)040103 agronomy & agriculture0401 agriculture forestry and fisheriesEnvironmental scienceAgronomy and Crop ScienceManifold (fluid mechanics)Irrigation and Drainage
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Closure to “Simple Relationships for the Optimal Design of Paired Drip Laterals on Uniform Slopes” by Giorgio Baiamonte

2016

The author appreciates the interest of the discussers of the paper “Simple Relationships for the Optimal Design of Paired Drip Laterals on Uniform Slopes” and wants to express his gratitude to Joaquin Monserrat and Javier Barragan for the opportunity to discuss the issues they raised. In their discussion, they questioned the use of analytical relationships to derive the design variables that are required for the optimal design of paired sloped laterals. This paper detected the Best Manifold Position (BMP = 0.24) to design optimal paired laterals and, as the discussers mentioned, allows the methodology introduced by Baiamonte et al. (2015) to be applied. Thus, the issues they questioned and …

Optimal design0208 environmental biotechnologyOptimal lengthClosure (topology)04 agricultural and veterinary sciences02 engineering and technologyAgricultural and Biological Sciences (miscellaneous)020801 environmental engineeringSimple (abstract algebra)Paired lateral040103 agronomy & agricultureCalculusSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali0401 agriculture forestry and fisheriesMicroirrigationDesign relationshipWater Science and TechnologyCivil and Structural EngineeringMathematicsJournal of Irrigation and Drainage Engineering
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Optimum design and operation of primary sludge fermentation schemes for volatile fatty acids production.

2003

This paper presents a model-knowledge based algorithm for optimising the primary sludge fermentation process design and operation. This is a recently used method to obtain the volatile fatty acids (VFA), needed to improve biological nutrient removal processes, directly from the raw wastewater. The proposed algorithm consists in a heuristic reasoning algorithm based on the expert knowledge of the process. Only effluent VFA and the sludge blanket height (SBH) have to be set as design criteria, and the optimisation algorithm obtains the minimum return sludge and waste sludge flow rates which fulfil those design criteria. A pilot plant fed with municipal raw wastewater was operated in order to …

Optimal designEngineeringEnvironmental EngineeringWaste managementSewagebusiness.industryEcological ModelingProcess designFatty Acids VolatilePollutionWaste Disposal FluidAnaerobic digestionPilot plantWastewaterFacility Design and ConstructionFermentationProduction (economics)FermentationbusinessProcess engineeringWaste Management and DisposalEffluentAlgorithmsWater Science and TechnologyCivil and Structural EngineeringWater research
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Selection of the Optimal Design Rainfall Return Period of Urban Drainage Systems

2014

Abstract The aim of this work is to define a methodology to identify the optimal rainfall return period for the design of urban drainage systems. The choice of the optimal return period is made minimizing the total costs of the system: the sewer network is dimensioned for a set of possible design rainfall return periods, and the corresponding construction, maintenance and operation costs are evaluated. For each scenario, the total expected damage from flooding caused by rainfall events with return period greater than the design one is then estimated by hydraulic simulation. This methodology has been applied to a small urban catchment in Palermo (Italy).

Optimal designHydrologyReturn periodgeographyexpected damagesgeography.geographical_feature_categorydesign rainfallTotal costDrainage systemexpected damages.Flooding (psychology)Environmental engineeringDrainage basinGeneral Medicinereturn periodconstruction costsfloodingWork (electrical)construction costDrainage system (geomorphology)Environmental scienceDrainageEngineering(all)Procedia Engineering
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Explicit relationships for optimal designing rectangular microirrigation units on uniform slopes: The IRRILAB software application

2018

Abstract Many attempts have been made to provide easy tools for designing microirrigation units. However, most of these have dealt with numerical solutions, which require many trial-and-error attempts and time-consuming iterations, performed by applying the basic hydraulic equations from the manifold to the end of both the downhill and the uphill sides of the laterals. Recently, analytical procedures to optimally design paired drip laterals on uniform slopes were proposed, providing readily obtainable results and energy saving. Although these analytical solutions can be practically applied, they only make it possible to design a one-lateral unit; to be really interesting for practical appli…

Optimal designMathematical optimizationComputer scienceHydraulics0208 environmental biotechnology02 engineering and technologyHorticulturelaw.inventionPipe network analysissymbols.namesakeSoftwarelawOptimal design relationshipSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliEnergy-savingDrip irrigation unitbusiness.industryIRRILAB software applicationDesign toolReynolds numberForestryComputer Science Applications1707 Computer Vision and Pattern Recognition020801 environmental engineeringComputer Science ApplicationssymbolsbusinessMicroirrigationManifold (fluid mechanics)RowAgronomy and Crop Science
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Simple Relationships for the Optimal Design of Paired Drip Laterals on Uniform Slopes

2016

Microirrigation plants, if properly designed, allow water use efficiency to be optimized and quite high values of emission uniformity to be obtained in the field. It is known that disposing paired laterals, in which two distribution pipes extend in opposite directions from a common manifold, contribute to increasing water use efficiency. Recently, an analytical procedure has been proposed to optimally design paired drip laterals on uniform slopes under the assumption of neglect: (1) the variations of the emitters’ flow rate along the lateral, and (2) the local losses due to the emitters’ insertions. However, this procedure is not readily usable for every geometric and hydraulic characterist…

Optimal designMathematical optimizationField (physics)0208 environmental biotechnology04 agricultural and veterinary sciences02 engineering and technologyMicroirrigation Paired laterals Design relationships Optimal lengthAgricultural and Biological Sciences (miscellaneous)020801 environmental engineeringSimple (abstract algebra)040103 agronomy & agriculture0401 agriculture forestry and fisheriesSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliWater Science and TechnologyCivil and Structural EngineeringMathematics
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Design of concave and convex paired sloped drip laterals

2017

Abstract Properly designed microirrigation plants allow water use efficiency to be optimized and quite high values of emission uniformity to be obtained in the field. Disposing paired laterals so that two distribution pipes extend in opposite directions from a common manifold contributes to provide more uniform pressure to all laterals in thesystem. Towards this end, an analytical procedure to optimize the uniform pressure when designing paired drip laterals on uniform slopes has recently been proposed, based on the assumption that the variations of the emitters’ flow rate along the lateral and the local losses due to the emitters’ insertions could be neglected. More recently, an easy metho…

Optimal designOptimal designMathematical optimization0208 environmental biotechnologySoil ScienceGeometry02 engineering and technologyCurvaturelaw.inventionPosition (vector)lawSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliEarth-Surface ProcessesMathematicsWater Science and TechnologyRegular polygonFunction (mathematics)Concave/Convex drip lateral020801 environmental engineeringPressure headSloped lateralContour linePaired lateralMicroirrigationAgronomy and Crop ScienceManifold (fluid mechanics)
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Impeller optimization in crossflow hydraulic turbines

2021

Crossflow turbines represent a valuable choice for energy recovery in aqueducts, due to their constructive simplicity and good efficiency under variable head jump conditions. Several experimental and numerical studies concerning the optimal design of crossflow hydraulic turbines have already been proposed, but all of them assume that structural safety is fully compatible with the sought after geometry. We show first, with reference to a specific study case, that the geometry of the most efficient impeller would lead shortly, using blades with a traditional circular profile made with standard material, to their mechanical failure. A methodology for fully coupled fluid dynamic and mechanical …

Optimal designenergy harvestinglcsh:Hydraulic engineeringComputer science020209 energyenergy recoveryGeography Planning and Development0207 environmental engineeringMechanical engineering02 engineering and technologyAquatic ScienceComputational fluid dynamicsCurvatureBiochemistryTurbineSettore ICAR/01 - IdraulicaImpellerlcsh:Water supply for domestic and industrial purposeslcsh:TC1-978pressure control0202 electrical engineering electronic engineering information engineeringMicro-hydropower020701 environmental engineeringWater Science and Technologybanki turbinelcsh:TD201-500Water transportPressure controlbusiness.industryFinite element methodwater distribution networkbusiness
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Multi Sources Water Supply System Optimal Control: A Case Study

2014

The optimal operation of a multi quality network was analysed applying Linear Programming methods. The peculiar service condition of the industrial city of Gela (Italy) was investigated. The network is supplied both from waters derived from a desalination plant and other natural sources. The method aimed to minimise energy cost and find the optimal operation control, while satisfying demand and quality constraints, specifically with regard to water temperature. The method proved to be effective in the selection of the optimal management strategy after the definition of a specific water quality target. (C) 2014 Published by Elsevier Ltd.

OptimizationEngineeringMathematical optimizationmulti source supplyLinear programmingbusiness.industrymedia_common.quotation_subjectEnvironmental engineeringWater supplymulti source supply.General MedicineOptimal controlDesalinationwater qualityOptimal managementdesalinationQuality (business)Water qualitybusinessSelection (genetic algorithm)Engineering(all)media_common
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