2018
DOI: 10.1016/j.rse.2018.10.008
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Discharge estimation in high-mountain regions with improved methods using multisource remote sensing: A case study of the Upper Brahmaputra River

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Cited by 113 publications
(81 citation statements)
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“…where, W is the width of the water surface; D the depth of the water; α and θ are the angles of the river bank. According to Huang [61], the river discharge of trapezoidal section can be estimated by using altimetry satellite and optical image. However, in a data-poor area, it is difficult to obtain effective water depth data from medium-sized and small, wide and shallow rivers because the depth extraction error is large from a lack of verification points and poor data quality from satellite altimetry.…”
Section: Estimated River Dischargementioning
confidence: 99%
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“…where, W is the width of the water surface; D the depth of the water; α and θ are the angles of the river bank. According to Huang [61], the river discharge of trapezoidal section can be estimated by using altimetry satellite and optical image. However, in a data-poor area, it is difficult to obtain effective water depth data from medium-sized and small, wide and shallow rivers because the depth extraction error is large from a lack of verification points and poor data quality from satellite altimetry.…”
Section: Estimated River Dischargementioning
confidence: 99%
“…Therefore, satellite altimetry is not suitable for wide and shallow rivers in the arid and data-poor areas in northwestern China. According to Huang [61], the roughness coefficient (n) and slope (S) are considered as constants to avoid using them as dynamic variables. Based on this hypothesis and the characteristics of rivers in arid areas, this study determined coefficient c and water depth index (f) to describe the relationship between water depth and river discharge using the method proposed by Huang [61] combined with energy Equations (2)-(4) [62].…”
Section: Estimated River Dischargementioning
confidence: 99%
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