Show simple item record

contributor authorXianwu Xue
contributor authorKe Zhang
contributor authorYang Hong
contributor authorJonathan J. Gourley
contributor authorWayne Kellogg
contributor authorRenee A. McPherson
contributor authorZhanming Wan
contributor authorBarney N. Austin
date accessioned2017-05-08T22:26:27Z
date available2017-05-08T22:26:27Z
date copyrightFebruary 2016
date issued2016
identifier other45087568.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80678
description abstractA novel multisite cascading calibration (MSCC) approach using the shuffled complex evolution–University of Arizona (SCE-UA) optimization method, developed at the University of Arizona, was employed to calibrate the variable infiltration capacity (VIC) model in the Red River Basin. Model simulations were conducted at 35 nested gauging stations. Compared with simulated results using a priori parameters, single-site calibration can improve VIC model performance at specific calibration sites; however, improvement is still limited in upstream locations. The newly developed MSCC approach overcomes this limitation. Simulations using MSCC not only utilize all of the available streamflow observations but also better represent spatial heterogeneities in the model parameters. Results indicate that MSCC largely improves model performance by decreasing the number of stations with negative Nash-Sutcliffe coefficient of efficiency (NSCE) values from 69% (66%) for a priori parameters to 37% (34%) for single-site calibration to 3% (3%) for MSCC, and by increasing the number of stations with NSCE values larger than 0.5 from 9% (9%), to 23% (23%) to 34% (29%) during calibration (and validation) periods across all sites.
publisherAmerican Society of Civil Engineers
titleNew Multisite Cascading Calibration Approach for Hydrological Models: Case Study in the Red River Basin Using the VIC Model
typeJournal Paper
journal volume21
journal issue2
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001282
treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record