2018
DOI: 10.1080/02723646.2018.1550301
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Application of USLE in a GIS environment to estimate soil erosion in the Irga watershed, Jharkhand, India

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Cited by 21 publications
(13 citation statements)
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“…However, Williams and Berndt (1972) highlighted that the average slope of the stream channel is more significant than other parameters in estimating SDR for data-limited sites. This equation has also applied and achieved a reasonable prediction performance in the Blue Nile basin, northwestern part of Ethiopia (Kidane et al 2019); in Irga watershed in Jharkhand, India (Roy 2019), and in Kalu Ganga basin, Sri Lanka (Panditharathne et al 2019). Given this, the current study also adopted the model developed by Williams and Berndt (1972) and shown in Eq.…”
Section: Sediment Yield Estimationmentioning
confidence: 93%
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“…However, Williams and Berndt (1972) highlighted that the average slope of the stream channel is more significant than other parameters in estimating SDR for data-limited sites. This equation has also applied and achieved a reasonable prediction performance in the Blue Nile basin, northwestern part of Ethiopia (Kidane et al 2019); in Irga watershed in Jharkhand, India (Roy 2019), and in Kalu Ganga basin, Sri Lanka (Panditharathne et al 2019). Given this, the current study also adopted the model developed by Williams and Berndt (1972) and shown in Eq.…”
Section: Sediment Yield Estimationmentioning
confidence: 93%
“…In the soil erosion and deposition pathway, however, not all the eroded particles are always delivered into the receiving medium (channels, water bodies, or floodplain), rather only a portion of it could reach at the catchment outlet (Tamene et al 2017;Thomas et al 2018;Kidane et al 2019;Panditharathne et al 2019). Therefore, determination of Sediment Delivery Ratio (SDR) is a prime precaution to quantify sediment yield (Roy 2019). By taking this into account, various SDR equations ranging from simple (empirical) to complex (physically based) equations have been developed and used by different researchers (Williams and Berndt 1972;De Vente et al 2006;Diodato and Grauso 2009;Lee and Lee 2010).…”
Section: Sediment Yield Estimationmentioning
confidence: 99%
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“…Regarding methodologies applied for the network design, optimization approaches are increasingly used in network design, since optimally locating hydrometric stations can be seen as a multiobjective optimization problem where several criteria need to be satis ed simultaneously (Li et al 2012). The advantage of multiobjective optimization and multicriteria analysis (MCA) is their provision of different feasible solutions under different scenarios (Alfonso et al 2010), and this capability is signi cant for a variety of applications such as the soil erosion estimation (e.g., Roy 2019), and generally for applications incorporating surface characteristics and land use planning (e.g., Hill et al 2009). Especially for studies relevant to station network design, Volkmann et al (2010) postulate the need for optimization methods in regions where guidelines cannot be applied with con dence a priori.…”
Section: Introductionmentioning
confidence: 99%
“…The soil management system is closely associated with water-regulating functions; however, increases in soil erosion caused by heavy rain, as well as landform features like topography at the watershed scale, can potentially modify evapotranspiration, infiltration, and some water regulation processes [16]. Moreover, soil erosion can reduce cropping productivity, cause water quality deterioration, and increase the probability of flooding and reservoir sedimentation, which interferes with the effective utilization of water at the site of interception [17,18]. The regulation of ESs in the upper reaches of watersheds may be critical to the optimization and economic viability of a downstream river infrastructure [19].…”
Section: Introductionmentioning
confidence: 99%