2019
DOI: 10.1016/j.envsoft.2019.02.007
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An automatic and objective approach to hydro-flatten high resolution topographic data

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Cited by 9 publications
(4 citation statements)
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“…The NFIE was a broad, inter-institutional, and pioneering effort to apply HAND to the initial versions of the NWM, which leveraged 1/3 arcsec (10 m) seamless elevation data available at the time (Maidment, 2017;Liu et al, 2016; from the USGS's National Elevation Dataset (NED) (Gesch et al, 2002;Gesch and Maune, 2007). Zheng et al (2018a) applied HAND to operational applications with 1/27 arcsec (1 m) elevation data with a novel leastcost, geodesic-based stream delineation method (Passalacqua et al, 2010(Passalacqua et al, , 2012Zheng et al, 2018aZheng et al, , 2019Carruthers, 2021;D'Angelo et al, 2022;Zheng et al, 2022). For applications with the NWM, an advanced version of HAND coupled with the use of SRCs, known as OWP FIM, converts NWM analysis, reanalysis, and forecast streamflows to river stages and operationally based fluvial inundation depths and extents to CONUS while extending the modeling domain to Puerto Rico and Hawaii (Aristizabal et al, 2023c, b).…”
Section: Introductionmentioning
confidence: 99%
“…The NFIE was a broad, inter-institutional, and pioneering effort to apply HAND to the initial versions of the NWM, which leveraged 1/3 arcsec (10 m) seamless elevation data available at the time (Maidment, 2017;Liu et al, 2016; from the USGS's National Elevation Dataset (NED) (Gesch et al, 2002;Gesch and Maune, 2007). Zheng et al (2018a) applied HAND to operational applications with 1/27 arcsec (1 m) elevation data with a novel leastcost, geodesic-based stream delineation method (Passalacqua et al, 2010(Passalacqua et al, , 2012Zheng et al, 2018aZheng et al, , 2019Carruthers, 2021;D'Angelo et al, 2022;Zheng et al, 2022). For applications with the NWM, an advanced version of HAND coupled with the use of SRCs, known as OWP FIM, converts NWM analysis, reanalysis, and forecast streamflows to river stages and operationally based fluvial inundation depths and extents to CONUS while extending the modeling domain to Puerto Rico and Hawaii (Aristizabal et al, 2023c, b).…”
Section: Introductionmentioning
confidence: 99%
“…These methods can only measure the channel width as the free water surface extent at the time of image acquisition, which may not be geomorphologically relevant, and the measurement remains unfeasible in areas with dense vegetation cover. HRDEM‐based methodologies can estimate channel width by detecting the extent of channel banks based on topographic slope (Johansen et al., 2011; Passalacqua et al., 2012; Zheng et al., 2019) or curvature (Sofia et al., 2015), but they generally need some parameter tuning and can only measure the bankfull width independently of any reference flow. While these HRDEM‐based methods showed good agreement with measurements for single thread and meandering channels with well‐defined banks, their efficiency when applied on more complex channel geometries such as braided rivers or rivers with multiple channels is uncertain.…”
Section: Introductionmentioning
confidence: 99%
“…With the increasing resolution and precision of DEMs [20], drainage networks and channel features extracted from them are becoming more and more popular in representing river systems [13,21]. However, effective and efficient drainage network extraction is still a challenging problem.…”
Section: Introductionmentioning
confidence: 99%