Catchment Hydrological Modeling with Soil Thermal Dynamics during Seasonal Freeze-Thaw Cycles

被引:13
作者
Pradhan, Nawa Raj [1 ]
Downer, Charles W. [1 ]
Marchenko, Sergei [2 ]
机构
[1] US Army, Coastal & Hydraul Lab, Engineer Res & Dev Ctr, 3909 Halls Ferry Rd, Vicksburg, MS 39180 USA
[2] Univ Alaska Fairbanks, Inst Geophys, Fairbanks, AK 99775 USA
关键词
soil thermodynamics; soil hydrodynamics; freezing and thawing; hydraulic conductivity; seasonal change; Caribou Poker Creek Research Watershed; WATERSHED-SCALE; INFILTRATION; PREDICTION; RUNOFF; ALASKA; FLOW;
D O I
10.3390/w11010116
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To account for the seasonal changes in the soil thermal and hydrological dynamics, the soil moisture state physical process defined by the Richards Equation is integrated with the soil thermal state defined by the numerical model of phase change based on the quasi-linear heat conductive equation. The numerical model of phase change is used to compute a vertical soil temperature profile using the soil moisture information from the Richards solver; the soil moisture numerical model, in turn, uses this temperature and phase, information to update hydraulic conductivities in the vertical soil moisture profile. Long-term simulation results from the test case, a head water sub-catchment at the peak of the Caribou Poker Creek Research Watershed, representing the Alaskan permafrost active region, indicated that freezing temperatures decreases infiltration, increases overland flow and peak discharges by increasing the soil ice content and decaying the soil hydraulic conductivity exponentially. Available observed and the simulated soil temperature comparison analysis showed that the root mean square error for the daily maximum soil temperature at 10-cm depth was 4.7 degrees C, and that for the hourly soil temperature at 90-cm and 300-cm was 0.17 degrees C and 0.14 degrees C, respectively.
引用
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页数:20
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