Search results for "Return period"

showing 8 items of 18 documents

Design storm prediction and hydrologic modeling using a Web-GIS approach on a Free software platform

2005

Abstract The aim of this work has been to implement a set of procedures useful to automatise the evaluation, the design storm prediction and the flood discharge associated with a selected risk level. For this purpose a Geographic Information System has been implemented using Grass 5.0. One of the main topics of such a system is a georeferenced database of the highest intensity rainfalls and their assigned duration recorded in Sicily. This database contains the main characteristics for more than 250 raingauges, as well as the values of intense rainfall events recorded by these raingauges. These data are managed through the combined use of the PostgreSQL and GRASS-GIS 5.0 databases. Some of t…

Return periodHydrologyAtmospheric ScienceGeographic information systemDatabasebusiness.industryComputer scienceInterface (computing)Hydrological modellingSettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologiahydrologyfloodcomputer.software_genreGISCentralized databaseSoftwarefree-softwareGPASSInformation systemDuration (project management)businesscomputer
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Using plot soil loss distribution for soil conservation design

2011

Abstract Soil conservation design is generally based on the estimation of average annual soil loss but it should be developed taking into account storms of a given return period. However, use of frequency analysis in soil erosion studies is relatively limited. In this paper, an investigation on statistical distribution of soil loss measurements was firstly carried out using a relatively high number of simultaneously operating plots of different lengths, λ (11, 22, 33 and 44 m) at the experimental station of Sparacia (southern Italy). Using a simple normalization technique, the analysis showed that the probability distribution of the normalized soil loss is independent of both the scale leng…

Return periodHydrologyNormalization (statistics)Frequency analysisSoil erosion USLE probability distributions soil conservation practices designSoil scienceStormlaw.inventionSoil losslawEnvironmental scienceProbability distributionSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliSoil conservationEarth-Surface Processes
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Soil and water losses from new citrus orchards growing on sloped soils in the western Mediterranean basin

2009

Ten representative research sites were selected in eastern Spain to assess soil erosion rates and processes in new citrus orchards on sloping soils. The experimental plots were located at representatives sites on limestone, in areas with 498 to 715 mm year−1 mean annual rainfall, north-facing slopes, herbicide treated, and new (less than 3 years old) plantations. Ten rainfall simulation experiments (1 h at 55 mm h−1 on 0·25 m2 plots) were carried out at each of the 10 selected study sites to determine the interill soil erosion and runoff rates. The 100 rainfall simulation tests (10 × 10 m) showed that ponding and runoff occurred in all the plots, and quickly: 121 and 195 s, respectively, fo…

Return periodHydrologygeographygeography.geographical_feature_categoryGeography Planning and DevelopmentSedimentMediterranean BasinSoil waterEarth and Planetary Sciences (miscellaneous)ErosionLeveeSurface runoffPondingGeologyEarth-Surface ProcessesEarth Surface Processes and Landforms
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Multivariate Statistical Analysis for Water Demand Modeling

2014

The actual level of water demand is the driving force behind the hydraulic dynamics in water distribution systems. Consequently, it is crucial to estimate it as accurately as possible in order to result in reliable simulation models. In this paper, a copula-based multivariate analysis has been proposed and used for demand prediction for given return period. The analysis is applied to water consumption data collected in the water distribution network of Palermo (Italy). The approach showed to produce consisted demand patterns and to be a powerful tool to be coupled with water distribution network models for design or analysis problems. (C) 2014 Published by Elsevier Ltd.

Return periodMultivariate analysisMultivariate analysiDemand patternsSimulation modelingGeneral Medicinewater demand modeling.Copula (probability theory)Water demandVine copulaMultivariate analysisvine copulaStatisticsEconometricsEnvironmental scienceMultivariate statisticalEngineering(all)water demand modelingProcedia Engineering
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Investigating the changes in extreme rainfall series recorded in an urbanised area

2002

The aim of this study is to investigate and quantify changes in the rainfall regime of the metropolitan area of Palermo characterised by increasingly strong urbanisation. The rainfall data, considered in this study, were collected on a yearly basis from eight rain gauges within and outside the metropolitan area of Palermo, Sicily, Italy. A preliminary analysis made on the annual total rainfall depths showed a global reduction of total annual rainfall, with two different trends: more regular for the series observed in the rain gauges within the urbanised area and more variable for the series observed in the rain gauges outside the area. A further analysis has been performed using the series …

Return periodTime FactorsEnvironmental EngineeringRainUrban areaTime-seriePreliminary analysisExtreme value distributionWater MovementsCitiesExtreme value theoryWater Science and TechnologyHydrologygeographySeries (stratigraphy)geography.geographical_feature_categoryRain gaugeSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaReproducibility of ResultsExtreme rainfallSite analysisMetropolitan areaItalyClimatologyUrban hydrologyEnvironmental scienceEnvironmental Monitoring
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Estimating soil loss of given return period by USLE-M-type models

2020

Many field investigations have clearly shown that rare and severe events control total soil erosion occurring over a long time period with up to 92% of total soil erosion over a 7‐year period resulting from just three daily events. Therefore, soil conservation strategies should be developed taking into account large events rather than long‐term average erosion. From an engineering point of view, establishing the soil loss of a given return period is needed. This can be obtained by the frequency analysis of soil loss measurements or by suitable soil erosion models. The USLE‐M modified and USLE‐M based are two empirical Universal Soil Loss Equation‐Modified (USLE‐M) type models which were dev…

Return periodsoil erosionannual maximaYield (finance)Soil scienceType (model theory)return periodcomplex mixturesplot measurementSample size determinationRange (statistics)ErosionUSLE-MBEnvironmental scienceUSLE-MMSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliSurface runoffSoil conservationWater Science and Technology
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A Methodological Approach to Determine Sound Response Modalities to Coastal Erosion Processes in Mediterranean Andalusia (Spain)

2020

Human occupation along coastal areas has been greatly increasing in recent decades and, in many places, human activities and infrastructures are threatened by erosion processes that can produce relevant economic and human losses. In order to reduce such impacts and design sound management strategies, which can range from the &ldquo

beach widthReturn periodMediterranean climateBuffer zone010504 meteorology & atmospheric sciencesOcean Engineering010501 environmental sciences01 natural sciencesmitigationlcsh:Oceanographylcsh:VM1-989lcsh:GC1-15810105 earth and related environmental sciencesWater Science and TechnologyCivil and Structural EngineeringShoregeographygeography.geographical_feature_categoryLand useland uselcsh:Naval architecture. Shipbuilding. Marine engineeringStormcoastal trendCoastal erosionErosionEnvironmental sciencePhysical geographywave energyJournal of Marine Science and Engineering
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Estimation of synthetic flood design hydrographs using a distributed rainfall–runoff model coupled with a copula-based single storm rainfall generator

2014

Abstract. In this paper a procedure to derive synthetic flood design hydrographs (SFDH) using a bivariate representation of rainfall forcing (rainfall duration and intensity) via copulas, which describes and models the correlation between two variables independently of the marginal laws involved, coupled with a distributed rainfall–runoff model, is presented. Rainfall–runoff modelling (R–R modelling) for estimating the hydrological response at the outlet of a catchment was performed by using a conceptual fully distributed procedure based on the Soil Conservation Service – Curve Number method as an excess rainfall model and on a distributed unit hydrograph with climatic dependencies for the …

lcsh:GE1-350Return periodHydrologyFlood mythMeteorologySettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologialcsh:QE1-996.5Copula (linguistics)lcsh:Geography. Anthropology. RecreationHydrographRunoff curve numberlcsh:TD1-1066Runoff modelDesign hydrographs Flood frequency estimation bivariate analysis copula distributed rainfall-runoff models flood risk analysislcsh:Geologylcsh:GGeneral Earth and Planetary SciencesEnvironmental sciencelcsh:Environmental technology. Sanitary engineeringDigital elevation modellcsh:Environmental sciencesFlow routingNatural Hazards and Earth System Sciences
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