Unitus DSpace

Investigating the spatial variability of hillslope flow velocities in the Width-Function

2011-06-27T18:05:58Z

Title: Investigating the spatial variability of hillslope flow velocities in the Width-Function Authors: Petroselli, Andrea; Santini, Monia; Nardi, Fernando; Grimaldi, Salvatore; Vivoni, Enrique Abstract: The width function (WF), measuring the number of channel links or the portion of contributing area at the same hydrologic distance (i.e. the distance measured along the downhill flow path) to the outlet, is an important river basin and stream network parameter for hydrogeomorphic applications. The rescaled WF, obtained weighting the hydrologic travel distances with the corresponding surface flow velocity, is commonly used in the so-called WF-based Instantaneous Unit Hydrograph or simply WFIUH. The basic assumption of assigning two different constant flow velocities respectively to the hillslope and to channel network has already proven to improve the ability of the WFIUH in characterizing the runoff timing formation and the behaviour of the river basin hydrologic response. Nevertheless, a complete spatially variability of hydraulic conditions at the river basin scale has never been broadly investigated. Aim of this work is to investigate the impact of WF rescaled using a fully spatially distributed field of flow velocities as related to the different terrain morphologic (slope) and land cover properties(vegetation, soil type).

Flow routing algorithms and landslide modelling

2011-06-27T17:38:31Z

Title: Flow routing algorithms and landslide modelling Authors: Rulli, Maria Cristina; Nardi, Fernando; Santini, Monia; Petroselli, Andrea; Grimaldi, Salvatore Abstract: The physical processes governing shallow landslide triggering can be ascribed to hydrological and geomechanic forcings. Modelling shallow landslide triggering via hydrogeomorphic spatially distributed model requires to extract for any location in the river basin the geomorphic and hydrologic attributes. The Digital Elevation Models allow an easy quantification of several morphologic and hydrologic landscape properties e.g.primary attributes such as slope, aspect, plan and profile curvature, flow path lengths and secondary attributes such as topographic index and drainage area per unit contour length. Although all of these attributes are used when assessing the hydrological forcings to shallow landslide triggering, it has to be stressed that the flow direction and accumulation algorithm plays a significant role in the accurate physical representation of those waterdriven slope instability phenomena. In this study three flow direction algorithm (D8, D8- LTD and D ) are applied in conjunction with two DEM correction techniques for the treatment of pits and flat areas (ArcInfo standard approach and PEM4PIT), in order to determine the terrain attributes needed as input for the hydrogeomorphic model Shalstab. Quantitative results corresponding to the implementation of the different hydrogeomorphic terrain analysis algorithms on different case studies provide an objective framework for testing the accuracy and performance of the different schemes in relation to the DEM-based hydrogeomorphic prediction of shallow landslides.

Evaluating topographic and hydrologic attribute sensitivity to upscaled resolution DEMs from LIDAR data

2011-06-27T17:25:41Z

Title: Evaluating topographic and hydrologic attribute sensitivity to upscaled resolution DEMs from LIDAR data Authors: Petroselli, Andrea; Santini, Monia; Nardi, Fernando; Tarolli, Paolo; Grimaldi, Salvatore

Width-Function based Instantaneous Unit Hydrograph rainfall runoff model: relationship between Width Function, hillslope flow velocities and concentration times

2011-06-27T20:27:14Z

Title: Width-Function based Instantaneous Unit Hydrograph rainfall runoff model: relationship between Width Function, hillslope flow velocities and concentration times Authors: Nardi, Fernando; Petroselli, Andrea; Santini, Monia; Bocchiola, Daniele; Grimaldi, Salvatore Abstract: The Width Function (WF), measuring the number of channel links or the portion of contributing area at the same hydrologic distance (i.e. the distance measured along the downhill flow path) to the outlet, is an important river basin hydrologic parameter. The rescaled WF, obtained by weighting the flow distances with the corresponding flow velocity, characterizes the residency time distribution, that represents the WF Instantaneous Unit Hydrograph (IUH) or WFIUH, a useful tool for the prediction of the hydrologic response in ungauged basins. The rescaled WF is usually obtained by hypothesizing two constant flow velocities, one for the channel part of the basin and one for the hillslope part of the basin, neglecting the heterogeneity of surface flow patterns throughout the basin. This works aims to verify the eventual improvements in the characterization of the flow hydrograph of the WFIUH considering the spatial distribution of hillslope flow velocities as a function of local terrain properties (e.g. slope, land use etc) and river basin lumped parameters (e.g. lag time).

Correcting DEMs for hydrologic applications: the PEM4PIT model and its parameterization

2011-06-27T17:16:37Z

Title: Correcting DEMs for hydrologic applications: the PEM4PIT model and its parameterization Authors: Santini, Monia; Grimaldi, Salvatore; Nardi, Fernando; Petroselli, Andrea

Flow Time estimation in ungauged basins

2011-06-27T17:39:43Z

Title: Flow Time estimation in ungauged basins Authors: Grimaldi, Salvatore; Petroselli, Andrea; Alonso, Gustavo; Santini, Monia; Nardi, Fernando Abstract: The aim of this work is to focalize the attention on the design flood estimation on small ungauged river basin of limited extension (<150 Km2). In this contest we refer to the Width Function Based Instantaneous Unit Hydrograph (WFIUH) model, which optimizes, through the DEM, the distributed morphological basin information. The Width Function (WF) is defined as the distance-area function or the probability measure obtained by dividing the number of cells at given hydrologic distance from the outlet by the total number of basin cells (the distance is measured along the flow path and normalized by the maximum distance from the divide to the outlet). WF is easily obtained using common flow direction algorithms on elevation data, but in order to obtain the basin travel time distribution (IUH, or FT, Flow Time) two parameters have to be assigned: the channel and hillslope velocities (Vc, Vh). Indeed these two values, rescaling the WF expressed in terms of length, provide the travel time of each cell of the basin. The WFIUH model is not largely applied since these two velocity values have to be calibrated while this IUH approach should be adopted on small and almost ungauged basin. Further improvements can be obtained considering the spatial variability of hillslope velocities with the aim to reduce the number of parameter and to better determine the basin IUH. Overland flow velocities are recognized to vary with slope length, flow depth, land use and other geomorphic hillslope characteristics. Several approaches for the variability velocity field estimation applied for FT definition can be found in literature, for instance starting from classic Manning’s law and making assumptions on the hydraulic ratio, or linking hillslope velocity with power laws or local geomorphic properties such as slope or contributing area. Although several studies have already focused on the relationships between WF, channel flow velocity and hillslope flow velocity, in literature it was not deeply investigated the spatial variability of overland flow velocity and how this variability affects the basin hydrologic response. So, after a brief review of the main methods, aim of this work will be: A) to highlight if it is useful and what are differences in using a fully spatial distributed hillslope flow velocity field to rescale the FL, as respect to the standard approach which considers constant hillslope and river network velocity values. B) to evaluate approaches useful for the flow velocity estimation in term of the capability to reproduce appropriate values and in term of the number and type of parameter introduced.

Flow Time estimation with variable hillslope velocity in ungauged basins

2011-06-27T17:48:30Z

Title: Flow Time estimation with variable hillslope velocity in ungauged basins Authors: Grimaldi, Salvatore; Petroselli, Andrea; Alonso, Gustavo; Nardi, Fernando Abstract: The automated spatial estimation of the hillslope runoff dynamics is used as a valuable tool for the estimation of the travel time distribution (flow time), a major factor for the hydrologic prediction in ungauged basins. In fact, while the flow time function is usually obtained by rescaling the flow paths with constant channel and hillslope velocities, in this work a spatially distributed kinematic component, as a function of terrain features and in particular slope and land use, is implemented and its influence on the hydrologic response is tested by means of the Width Function Instantaneous Unit Hydrograph (WFIUH)framework. Hillslope surface flow velocities are evaluated by applying different uniform flow formulas within an automated DEM-based (terrain analysis) algorithm. A comparison test of the performances of the Manning, Darcy, Maidment and Soil Conservation Service uniform flow equations is performed for several case studies in Italy pertaining to different climatic and geomorphic conditions. Results provide new insights for a better understanding of the flow time function also introducing a more parsimonious and physicallybased calibration scheme of the WFIUH. Description: L'articolo è disponibile sul sito dell'editore http://www.sciencedirect.com/

Confronto tra alcuni metodi per l’estrazione del reticolo idrografico da DEM affetti da aree piane

2011-07-18T13:18:20Z

Title: Confronto tra alcuni metodi per l’estrazione del reticolo idrografico da DEM affetti da aree piane Authors: Petroselli, Andrea; Nardi, Fernando; Santini, Monia; Grimaldi, Salvatore; Ubertini, Lucio Abstract: In questo lavoro si analizzano alcuni metodi per la definizione delle direzioni di deflusso e per il trattamento delle aree piane dei Digital Elevation Model (DEM). La procedura presente nei più utilizzati pacchetti software (ESRI ArcInfo e GRASS) viene confrontata con alcune tecniche recentemente proposte in letteratura, analizzando i risultati ottenuti su un sottobacino del Fiume Tevere. Il confronto viene svolto sia stimando alcuni parametri idro-geomorfologici, ma soprattutto valutando diverse grandezze di progetto delle analisi idrologiche più comuni.; In this manuscript some DEM-based flow-direction methods and flat area treatment approaches are investigated. The standard procedure of widely used GIS software packages (ESRI ArcInfo and GRASS) is compared to some new recently proposed techniques analysing results obtained on a small sub-basin of the Tiber river. Differences of the new experimental procedures as respect to the standard approach are evaluated in term of some hydrogeomorphic variables and other hydrological design parameters.

Metodologie per l’estrazione automatica del reticolo: confronto degli effetti sulla risposta idrologica

2011-06-27T18:23:03Z

Title: Metodologie per l’estrazione automatica del reticolo: confronto degli effetti sulla risposta idrologica Authors: Di Lazzaro, Michele; Nardi, Fernando; Petroselli, Andrea; Santini, Monia; Grimaldi, Salvatore Abstract: In questa memoria vengono confrontate diverse procedure per l’estrazione automatica del reticolo idrografico a partire da DEM. Sono analizzate in particolare quattro procedure derivanti dalla combinazione di due tecniche per la rimozione dei pit e di due metodi per la definizione delle direzioni di drenaggio. Il confronto è effettuato sulla base della metrica del reticolo riprodotto, ed in particolare dei momenti di primo e secondo ordine della rete di versanti e canali. Viene infine evidenziato l’effetto delle diverse tecniche sulla risposta idrologica, utilizzando l’approccio geomorfologico basato sulla funzione d’ampiezza.

Analisi critica dei metodi di stima del tempo di corrivazione

2011-06-28T15:17:50Z

Title: Analisi critica dei metodi di stima del tempo di corrivazione Authors: Grimaldi, Salvatore; Petroselli, Andrea; Nardi, Fernando; Tauro, Flavia Abstract: In questa memoria si presenta un’analisi empirica della stima del tempo di corrivazione al fine di evidenziare la significativa incertezza della sua determinazione. Le molteplici procedure di stima e definizioni presenti in letteratura sono applicate ad un bacino idrografico per sottolineare come i risultati mostrino una variabilità che ne può pregiudicare un adeguato utilizzo. Tale parametro, nonostante sia oramai anacronistico, riveste ancora un ruolo predominante nella modellazione idrologica in uso in ambito professionale e talvolta scientifico. Il caso di studio proposto vuole evidenziare tale lacuna mostrando come i diversi metodi forniscono valori che si differenziano anche del 600%.

Procedura di stima dei parametri di un modello di rimozione dei pit e delle aree piane di un DEM

2011-06-27T19:02:54Z

Title: Procedura di stima dei parametri di un modello di rimozione dei pit e delle aree piane di un DEM Authors: Santini, Monia; Petroselli, Andrea; Nardi, Fernando; Grimaldi, Salvatore Abstract: I modelli digitali del terreno (DEM) sono affetti da errori di varia natura. I più comuni, dal punto di vista idrologico, sono gli avvallamenti (o pit) e le aree a pendenza nulla poiché impediscono la propagazione dei deflussi superficiali. L’origine di tali imperfezioni deriva sia dalle tecniche di rilievo o interpolazione utilizzate per costruire il DEM, sia dai metodi di trattamento preliminare applicati per ottenere DEM idrologicamente corretti. Un’impropria analisi di tali punti può influenzare significativamente la planimetria ed il relativo profilo altimetrico dei percorsi di drenaggio, nonché la stima di indici idrologici e geomorfologici che dipendono in genere dalla distribuzione delle pendenze e delle aree contribuenti. Recentemente è stato introdotto in letteratura un metodo di correzione del DEM fisicamente basato PEM4PIT (Physically Erosion Model for PIT removal), che sembra fornire risultati più realistici rispetto ai metodi tradizionali. In questa memoria si presenta una procedura per stimare i tre parametri del PEM4PIT e si mostrano alcune applicazioni sia per validare tale procedura di stima, sia per evidenziare le caratteristiche peculiari di tale metodo di correzione.

Modello afflussi – deflussi WFIUH: metodologia innovativa per l’applicazione in bacini non strumentati

2011-06-27T18:56:05Z

Title: Modello afflussi – deflussi WFIUH: metodologia innovativa per l’applicazione in bacini non strumentati Authors: Petroselli, Andrea; Santini, Monia; Nardi, Fernando; Grimaldi, Salvatore Abstract: Il modello afflussi - deflussi di tipo WFIUH (Width Function Instantaneous Unit Hydrograph) si basa sulla determinazione della Funzione d’Ampiezza o Width Function (WF), ovverosia la distribuzione dei punti aventi la stessa distanza idrologica dall’outlet. La Funzione d’Ampiezza (definita tramite supporto topografico digitale, DEM: Digital Elevation Model), riscalata rispetto alle velocità con cui il deflusso avviene sulle singole, fornisce la distribuzione dei tempi di arrivo all’outlet e quindi l’idrogramma unitario istantaneo del bacino (IUH). Per quanto il metodo sia stato ben sviluppato in letteratura ha incontrato difficoltà nella fase applicativa soprattutto a causa della determinazione delle velocità di deflusso. Tali velocità, infatti, sono assunte costanti nelle celle di tipo canale e nelle celle di tipo versante, non considerando quindi la variabilità spaziale del fenomeno. Inoltre si è verificato esse siano dei parametri di calibrazione del modello non desumibili da ipotesi di natura fisica. Scopo di questo lavoro è considerare la distribuzione spaziale delle velocità di deflusso sul terreno, proponendo e testando una metodologia speditiva per il calcolo delle velocità di deflusso per poter cosi calibrare il modello in bacini idrografici “poco strumentati” per i quali non sono disponibili misure contemporanee di precipitazione e portata.

Modelli afflussi deflussi per piccoli bacini idrografici non strumentati

2011-06-27T18:24:17Z

Title: Modelli afflussi deflussi per piccoli bacini idrografici non strumentati Authors: Petroselli, Andrea; Grimaldi, Salvatore; Nardi, Fernando; Alonso, Gustavo Abstract: In questo lavoro si presenta un’applicazione su piccoli bacini non strumentati di un modello afflusso deflussi di tipo geomorfologico per la determinazione dell’idrogramma unitario istantaneo (IUH) basato sulla funzione di ampiezza (WF) riscalata rispetto le velocità di versante e di canale (WFIUH). L’aspetto innovativo del modello proposto consiste nella caratterizzazione automatica - fisicamente e spazialmente distribuita - dei tempi di percorrenza dei deflussi superficiali su versante. A tal fine sono utilizzate alcune formule empiriche che permettono la stima della velocità in funzione della pendenza, dell’uso del suolo e dell’area contribuente, parametri di facile determinazione dai dati territoriali digitali. In tal modo, lo schema proposto permette di definire il modello WFIUH con un unico parametro di calibrazione, la velocità di deflusso canalizzato. Nel caso di studio descritto i risultati ottenuti con il modello proposto si confrontano con quelli dei tradizionali modelli geomorfologici GIUH e con i valori osservati di portata.

Hydrogeomorphic properties of simulated drainage patterns using digital elevation models: the flat area issue

2011-06-27T18:05:06Z

Title: Hydrogeomorphic properties of simulated drainage patterns using digital elevation models: the flat area issue Authors: Nardi, Fernando; Grimaldi, Salvatore; Santini, Monia; Petroselli, Andrea; Ubertini, Lucio Abstract: Flat areas are a critical issue for the characterization of drainage patterns using digital elevation models (DEM). In this work, flat area removal and flow direction algorithms are implemented, and also a physically-based DEM correction model is introduced, for investigating their influence on the topological properties of the channel network, the Hortonian parameters and the hillslope width function. Differences of results, as compared to the standard procedures implemented in widely-used GIS-based hydrological packages, show the importance for hydrogeomorphic modellers to consider the use of more detailed approaches.; Les zones planes sont problématiques pour l’interprétation des modèles numériques de terrain (MNT) en termes de caractérisation des réseaux de drainage. Dans cette étude, des algorithmes de suppression des zones planes et d’analyse des directions d’écoulement sont implémentés, dont un nouveau modèle à bases physiques de correction de MNT, afin d’étudier leur influence sur les propriétés topologiques du réseau hydrographique, les paramètres de Horton et la fonction largeur de versant. Les différences de résultats, lors de la comparaison avec les procédures standard implémentées dans les modules hydrologiques courants sous SIG, montrent l’importance pour les modélisateurs hydro-géomorphologues d’envisager d’utiliser des approches plus détaillées. Description: L'articolo è disponibile sul sito dell'editore http://www.tandfonline.com/

Pre-processing algorithms and landslide modelling on remotely sensed DEMs

2011-06-27T19:01:04Z

Title: Pre-processing algorithms and landslide modelling on remotely sensed DEMs Authors: Santini, Monia; Grimaldi, Salvatore; Petroselli, Andrea; Nardi, Fernando; Rulli, Maria Cristina Abstract: Terrain analysis applications using remotely sensed Digital Elevation Models (DEMs), nowadays easily available, permit to quantify several river basin morphologic and hydrologic properties (e.g. slope, aspect, curvature, flow path lengths) and indirect hydrogeomorphic indices (e.g. specific upslope area, topographic wetness index) able to characterize the physical processes governing the landscape evolution (e.g. surface saturation, runoff, erosion, deposition). Such DEMs often contain artifacts and the automated hydrogeomorphic characterization of the watershed is influenced by terrain analysis procedures consisting in artificial depression (pit) and flat area treatment approaches combined with flow direction methods. In shallow landslide deterministic models, when applied using topographic dataset at medium scale (e.g. 30 m of resolution), the choice of the most suitable DEM-processing procedure is not trivial and can influence model results. This also affects the selection of most critical areas for further finer resolution studies or for the implementation of countermeasures aiming to landslide risk mitigation. In this paper such issue is investigated using as topographic input the ASTER DEMs and comparing two different combinations of DEM correction and flow routing schemes. The study areas comprise ten catchments in Italy for which hydrogeomorphic processes are significant. Aims of this paper are: 1) to introduce a parameter estimation procedure for the physically-based DEM correction method PEM4PIT (Physical Erosion Model for PIT removal); 2) to investigate the influence of different terrain analysis procedures on results of the slope stability model SHALSTAB (SHAllow Landsliding STABility) using remotelysensed ASTER DEMs; 3) trying to assess which of terrain analysis methods is more appropriate for describing terrain instability. Description: L'articolo è disponibile sul sito dell'editore http://www.sciencedirect.com/

Testing copula regression against benchmark models for point and interval estimation of tree wood volume in beech stands

2013-03-01T00:05:46Z

Title: Testing copula regression against benchmark models for point and interval estimation of tree wood volume in beech stands Authors: Serinaldi, Francesco; Grimaldi, Salvatore; Abdolhosseini, Mohammad; Corona, Piermaria; Cimini, Dora Abstract: This study compares copula regression, recently introduced in the forest biometric literature, with four benchmark regression models for computing wood volume V in forest stands given the values of diameter at breast height D and total height H, and suggests a set of statistical techniques for the accurate assessment of model performance. Two regression models deduced from the trivariate copulabased distribution of V, D, and H are tested against the classical Spurr’s model and Schumacher-Hall’s model based on allometric and geometric concepts, and two regression models that rely on Box-Cox transformed variables and are in a middle ground, in terms of model complexity, between copula-based regression and classical models. The accuracy of the point estimates of V is assessed by a suitable set of performance criteria and the nonparametric sign test, whereas the associated uncertainty is evaluated by comparing empirical and nominal coverage probabilities of the prediction intervals. Focusing on point estimates, the Schumacher-Hall’s model outperforms the other models in terms of several performance criteria. The sign test points out that the differences among the models that involve D and H as separate covariates are not definitely significant, whereas these models outperform the models with a single covariate. As far as the interval estimates are of concern, the four benchmark models provide comparable interval estimates. The copula-based model with parametric marginals is definitely outperformed by its competitors according to all criteria, whereas the copula-based model with nonparametric marginals provides quite accurate point estimates but biased interval estimates of V. Description: L'articolo è disponibile sul sito dell'editore www.springerlink.com