Modeling Snow Line Altitudes in the Himalayan Watershed
Publication: Journal of Hydrologic Engineering
Volume 21, Issue 1
Abstract
Snow line altitude (SLA) defines the boundary of snow-free and snow-covered area. The efficiency of snow/ice-melt-runoff model and snowy/Himalayan watershed model depends on the estimation accuracy of the mean SLA for varying saturated snow cover (melting area) within seasonal and permanent SLA. Remotely sensed data are still in the phase of development to present quick and dependable input of SLA. This study is aimed to predict seasonal SLA, annual equilibrium line altitude (ELA), maximum annual SLA, melting zone, and their intraseasonal or/and interannual variations based on observed temperature in a watershed of the western Himalayas. The study area extends from 2,100 to 6,000 m altitudes (latitude: 32° 10′N to 32° 25′N; longitude: 77°E to 77° 40′E). Varying catchment participation (VCP) zonal altitude of melting and simulated relation naming applied basic oscillation (ABO) have been developed for SLA movement on weekly and monthly mean temperature data and simulation of monthly observed/estimated SLA, respectively. The VCP results suggested an upward shift of spring SLA by 700 m in March, whereas ABO results showed a 300-m upward shift of ELA during September in two decades from the 1980s. The VCP calibration parameters—temperature lapse rate of and saturated SLA mean air temperature of 5.75°C—have been designed to predict SLA using temperature and ablating snowpack at Solang (2,485 m altitude). The periodical shift in SLA has been verified with the snow cover disappearance data and combined impact of temperature and solar radiation at two stations. The VCP-computed SLA and ELA varied by with observed values, whereas the error in ABO-predicted monthly SLA including ELA was . Simplified VCP pattern variability, ABO trend of SLA, and SLA nomogram have been developed for the snowmelt hydrological models and other applications.
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Acknowledgments
The authors acknowledge the valuable support extended by Mr. Snehmani; Mr. N. K. Thakur of SASE, RDC, Chandigarh; and Mr. R. D. Singh, director of National Institute of Hydrology, Roorkee.
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Journal of Hydrologic Engineering
Volume 21 • Issue 1 • January 2016
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© 2015 American Society of Civil Engineers.
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Received: Oct 3, 2014
Accepted: Apr 22, 2015
Published online: Jul 14, 2015
Discussion open until: Dec 14, 2015
Published in print: Jan 1, 2016
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