Articles | Volume 379
https://doi.org/10.5194/piahs-379-131-2018
https://doi.org/10.5194/piahs-379-131-2018
Pre-conference publication
 | 
05 Jun 2018
Pre-conference publication |  | 05 Jun 2018

Framework for quantifying flow and sediment yield to diagnose and solve the aggradation problem of an ungauged catchment

Sagar Kumar Tamang, Wenjun Song, Xing Fang, Jose Vasconcelos, and J. Brian Anderson

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Cited articles

Bennett, T. H.: Development and application of a continuous soil moisture accounting algorithm for the Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS), University of California, Davis, 1998. 
Brunner, G. W.: HEC-RAS River Analysis System User Manual, version 5.0, US Army Corps of Engineers Report No. CPD 68, 2016. 
Civco, D. L., Hurd, J. D., Wilson, S. M., and Zhang, Z.: A comparison of land use and land cover change detection methods, in: ASPRS annual convention proceedings (on CD-ROM), Washington, DC, 2002. 
Doan, J. H.: Geospatial hydrologic modeling extension HEC-GeoHMS user's manual, U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, Calif., 2000. 
Feldman, A. D.: Hydrologic modeling system HEC-HMS technical reference manual, U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, Calif., 2000. 
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Short summary
The opening of the bridge changed from several feet to a few inches due to sediment deposition. The hydrologic model was used to simulate discharges and then sediment generation from the watershed. The study watershed is ungauged and does not have data for model calibration, therefore, a parameter transfer method is used. Basically, a hydrologic model was developed and calibrated for a nearby watershed with streamflow data, and then model parameters are transferred to the ungauged watershed.