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The Maumee River basin drainage network, Upper Auglaize watershed, and the Ft. Jennings Gage Station at the outlet of the Upper Auglaize watershed.

The Maumee River basin drainage network, Upper Auglaize watershed, and the Ft. Jennings Gage Station at the outlet of the Upper Auglaize watershed.

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The Annualized Agricultural Non-Point Source Pollutant Loading (AnnANPSPL) model is a watershed scale, continuous simulation, daily time step model that is currently utilized in many locations of the United States by the Environmental Protection Agency, Natural Resources Conservation Service, and others to estimate the impact of best management pra...

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... UA watershed is located in the southern portion of the Maumee River Basin (fig. 2). The watershed encompasses 85,812 ha upstream of the Fort Jennings U.S. Geological Survey (USGS) gaging station at the outlet ( fig. 2). Land use is predominately agricultural with 74.2% cropland, 10.8% grassland, 6.2% woodland, and 8.8% urban and other land uses. Corn and soybeans are the predominate crops grown in the watershed and ...
Context 2
... UA watershed is located in the southern portion of the Maumee River Basin (fig. 2). The watershed encompasses 85,812 ha upstream of the Fort Jennings U.S. Geological Survey (USGS) gaging station at the outlet ( fig. 2). Land use is predominately agricultural with 74.2% cropland, 10.8% grassland, 6.2% woodland, and 8.8% urban and other land uses. Corn and soybeans are the predominate crops grown in the watershed and together account for an estimated 83% of the agricultural cropland in cultivation and 62% of the total watershed area. Land-surface ...

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... The AnnAGNPS model performs long-term continuous simulations of mixed-land use watersheds on a daily time step, to model management practice impacts on runoff and sediment/nutrient/ pesticide detachment, transportation, and deposition (Bingner and Theurer, 2001). The hydrology of the watershed is based on a daily water balance considering surface runoff, evapotranspiration (ET), and percolation of water through the soil profile (Yuan et al., 2006). Runoff is estimated using the runoff-curve number (CN) method (USDA, 1985), ET using the dual crop coefficient procedure based on the Penman-Monteith equation (Allen et al., 1998), and soil percolation using the Brooks-Corey method based on hydraulic conductivity (Bisantino et al., H.G. Momm, et al. ...
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The Annualized Agricultural Non-point Source (AnnAGNPS) model can be used to analyze the effects of management practices on sediment loads in agricultural watersheds. The study was performed in a 506 km Mediterranean watershed located in Apulia, Southern Italy, planted with mostly winter wheat (83%) where runoff and sediment loads have been monitored at an in-stream gage. The AnnAGNPS model was used to predict runoff and sediment load without calibration during a 5-year period. On an annual scale, the model showed good prediction capability for runoff (R = 0.8, NSE [Nash and Sutcliffe coefficient of efficiency] = 0.7) and satisfactory results for sediment load (NSE = 0.5, R = 0.5). Based on the current conditions of the watershed as a baseline scenario, the effectiveness of alternative conservation practices applied within the watershed was also evaluated. No-tillage practices applied to the entire cropland area reduced soil erosion within fields by 44% and sediment yield from fields to streams by 20%. Reduced tillage decreased soil erosion, sediment yield, and sediment load at the gage location by 12%, 7%, and 4% respectively. Limiting the placement of alternative practices to the cropland sub-watersheds with the most erosion (Scenarios G and H) proved to be a promising and viable approach to sediment erosion reduction throughout the watershed. In this perspective, areas that produce the most sediment were identified and targeted for replacement of varying levels of cropland with forest, and consequently sediment loads were reduced from 5% to 97%. The effect of vegetated streams and riparian buffers as natural traps that can increase the in situ sediment deposition was also considered. Most, but not all of the scenarios discussed herein could realistically be implemented within the watershed, particularly if there are incentive policies. Even considering the intrinsic uncertainty of modeling results, evaluating these systems with the aid of AnnAGNPS serves as a means to provide reference information and allows watershed conservation planners to compare the impacts of different management scenarios with sustainable agriculture guidelines.
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... L'idrologia del modello è basata su un semplice bilancio che considera deflusso, evapotraspirazione e percolazione, nel quale il suolo è considerato un sistema a due strati (Yuan et al., 2006). Il deflusso superficiale è modellato con la tecnica del Curve Number (USDA-SCS, 1986); il calcolo delle portate di picco si basa sul concetto di idrogramma unitario TR55 dello U.S. Department of Agriculture (USDA) e del Natural Resource Conservation Service (NRCS) modificato da Theurer e Cronshey (1998). ...
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Il modello AnnAGNPS è stato utilizzato per stimare il volume di deflusso, la portata al colmo e la produzione di sedimento a scala di evento nel bacino del Carapelle chiuso a Ordona Ponte dei Sauri (dimensione del bacino 506 km2, provincia di Foggia). Per le fasi di calibrazione e di validazione sono state utilizzate osservazioni quinquennali (periodo 2007-2011) di portata liquida e solida con un totale di 36 eventi. La simulazione dei volumi di piena e della produzione di sedimento è stata buona, come confermato dagli indici statistici utilizzati; la qualità dei risultati è stata leggermente inferiore, rimanendo però soddisfacente, nella stima delle portate al colmo. Il modello ha evidenziato un migliore adattamento alla simulazione degli eventi più severi, il che risulta particolarmente importante in ambiente mediterraneo, dove la maggior parte del deflusso e, soprattutto, della produzione di sedimento, è concentrata durante l’anno in pochi eventi intensi.