This study presents the results of sediment transport measurement in the Koshi River with a comparison between historic and recent measurement techniques. Based on the historic sediment measurement data for the period 1948-1981, the yearly sediment load at Barakhshetra varied between 49 and 283 million m3, with an average of 95 million m3. The coarse, medium and fine fraction contribute by respectively 19, 25 and 56% to the total sediment load of the Koshi River. The average total yearly sediment load at Chatra was estimated as 130 million m3, of which about 60 million m3 is bed material load which contributes to the aggradation on the alluvial fan. This historic data relate to measurements with depth-averaged sampler form cableways. Recent practices collect surface sediment samples from the riverbank to estimate the sediment transport in the river, which include the JPO-SKSKI and DHM sediment samples. The average yearly sediment load at Chatara on the basis JPO-SKSKI and DHM measurement correspond to 44.5 million m3 and 57 million m3 respectively. Moreover, a comparison between the percentages coarse, medium and fine sediment for the historical measurements (EDI method) and JPO-SKSKI and DHM measurements (surface sampling near the bank) concluded that sampling from the bank results in a serious underestimation of the contribution of the coarse sediment to the total sediment load of the river.
Published in | American Journal of Water Science and Engineering (Volume 5, Issue 3) |
DOI | 10.11648/j.ajwse.20190503.12 |
Page(s) | 111-120 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2019. Published by Science Publishing Group |
Sediment Load, Riverbank, EDI, Surface Sampling, Depth-averaged
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APA Style
Mukesh Raj Kafle. (2019). Sediment Transport Measurement in the Koshi River: Comparison Between Historic and Recent Measurement Results. American Journal of Water Science and Engineering, 5(3), 111-120. https://doi.org/10.11648/j.ajwse.20190503.12
ACS Style
Mukesh Raj Kafle. Sediment Transport Measurement in the Koshi River: Comparison Between Historic and Recent Measurement Results. Am. J. Water Sci. Eng. 2019, 5(3), 111-120. doi: 10.11648/j.ajwse.20190503.12
AMA Style
Mukesh Raj Kafle. Sediment Transport Measurement in the Koshi River: Comparison Between Historic and Recent Measurement Results. Am J Water Sci Eng. 2019;5(3):111-120. doi: 10.11648/j.ajwse.20190503.12
@article{10.11648/j.ajwse.20190503.12, author = {Mukesh Raj Kafle}, title = {Sediment Transport Measurement in the Koshi River: Comparison Between Historic and Recent Measurement Results}, journal = {American Journal of Water Science and Engineering}, volume = {5}, number = {3}, pages = {111-120}, doi = {10.11648/j.ajwse.20190503.12}, url = {https://doi.org/10.11648/j.ajwse.20190503.12}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajwse.20190503.12}, abstract = {This study presents the results of sediment transport measurement in the Koshi River with a comparison between historic and recent measurement techniques. Based on the historic sediment measurement data for the period 1948-1981, the yearly sediment load at Barakhshetra varied between 49 and 283 million m3, with an average of 95 million m3. The coarse, medium and fine fraction contribute by respectively 19, 25 and 56% to the total sediment load of the Koshi River. The average total yearly sediment load at Chatra was estimated as 130 million m3, of which about 60 million m3 is bed material load which contributes to the aggradation on the alluvial fan. This historic data relate to measurements with depth-averaged sampler form cableways. Recent practices collect surface sediment samples from the riverbank to estimate the sediment transport in the river, which include the JPO-SKSKI and DHM sediment samples. The average yearly sediment load at Chatara on the basis JPO-SKSKI and DHM measurement correspond to 44.5 million m3 and 57 million m3 respectively. Moreover, a comparison between the percentages coarse, medium and fine sediment for the historical measurements (EDI method) and JPO-SKSKI and DHM measurements (surface sampling near the bank) concluded that sampling from the bank results in a serious underestimation of the contribution of the coarse sediment to the total sediment load of the river.}, year = {2019} }
TY - JOUR T1 - Sediment Transport Measurement in the Koshi River: Comparison Between Historic and Recent Measurement Results AU - Mukesh Raj Kafle Y1 - 2019/09/24 PY - 2019 N1 - https://doi.org/10.11648/j.ajwse.20190503.12 DO - 10.11648/j.ajwse.20190503.12 T2 - American Journal of Water Science and Engineering JF - American Journal of Water Science and Engineering JO - American Journal of Water Science and Engineering SP - 111 EP - 120 PB - Science Publishing Group SN - 2575-1875 UR - https://doi.org/10.11648/j.ajwse.20190503.12 AB - This study presents the results of sediment transport measurement in the Koshi River with a comparison between historic and recent measurement techniques. Based on the historic sediment measurement data for the period 1948-1981, the yearly sediment load at Barakhshetra varied between 49 and 283 million m3, with an average of 95 million m3. The coarse, medium and fine fraction contribute by respectively 19, 25 and 56% to the total sediment load of the Koshi River. The average total yearly sediment load at Chatra was estimated as 130 million m3, of which about 60 million m3 is bed material load which contributes to the aggradation on the alluvial fan. This historic data relate to measurements with depth-averaged sampler form cableways. Recent practices collect surface sediment samples from the riverbank to estimate the sediment transport in the river, which include the JPO-SKSKI and DHM sediment samples. The average yearly sediment load at Chatara on the basis JPO-SKSKI and DHM measurement correspond to 44.5 million m3 and 57 million m3 respectively. Moreover, a comparison between the percentages coarse, medium and fine sediment for the historical measurements (EDI method) and JPO-SKSKI and DHM measurements (surface sampling near the bank) concluded that sampling from the bank results in a serious underestimation of the contribution of the coarse sediment to the total sediment load of the river. VL - 5 IS - 3 ER -