2016
DOI: 10.1002/2015jd023695
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Impacts of Noah model physics on catchment‐scale runoff simulations

Abstract: Noah model physics options validated for the source region of the Yellow River (SRYR) are applied to investigate their ability in reproducing runoff at the catchment scale. Three sets of augmentations are implemented affecting descriptions of (i) turbulent and soil heat transport (Noah‐H), (ii) soil water flow (Noah‐W), and (iii) frozen ground processes (Noah‐F). Five numerical experiments are designed with the three augmented versions, a control run with default model physics and a run with all augmentations … Show more

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Cited by 34 publications
(50 citation statements)
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References 103 publications
(165 reference statements)
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“…As in Zheng et al . [], the monthly streamflow (m 3 ) measurements (section 3.1) are converted for validation to the monthly area‐averaged total runoff ( R , mm) by dividing by the SRYR total area (km 2 ), and the surface runoff ( R s ) and subsurface runoff ( R b ) simulated with the Noah LSM are accumulated to produce the monthly area‐averaged R . Additionally, the heat flux and profile soil temperature and moisture simulations are extracted from the grid elements where the Maduo and Maqu stations are located for the comparison with those in situ measurements.…”
Section: Study Area and Model Setupsupporting
confidence: 79%
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“…As in Zheng et al . [], the monthly streamflow (m 3 ) measurements (section 3.1) are converted for validation to the monthly area‐averaged total runoff ( R , mm) by dividing by the SRYR total area (km 2 ), and the surface runoff ( R s ) and subsurface runoff ( R b ) simulated with the Noah LSM are accumulated to produce the monthly area‐averaged R . Additionally, the heat flux and profile soil temperature and moisture simulations are extracted from the grid elements where the Maduo and Maqu stations are located for the comparison with those in situ measurements.…”
Section: Study Area and Model Setupsupporting
confidence: 79%
“…Surface runoff ( R s , in m s −1 ) in the Noah LSM consists of infiltration excess runoff from the unfrozen part of the model grid and direct runoff from the impermeable frozen part ( f imp , ‐) [ Schaake et al ., ; Koren et al ., ]: Rs={}fimpPx+()1fimpPx2Px+Wd[]1normalexp()KdtnormalΔttrue/normalΔt where Δ t is the time step (s), W d is the soil water deficit within the soil column (m), P x is the precipitation falling on the ground (m), K dt is an empirical parameter taken as 3.0 d −1 , and the impermeable frozen fraction is as in Zheng et al . [] assuming a gamma probability distribution for the soil ice content ( W ice , m) within root zone: fimp=eprefix−vtruetrue∑i=1αvαiΓ()αi+1 v=αWcrWice Wice=truetrue∑i=1nrootθice,inormalΔzi where Δ z is the soil depth (m), n root is the number of soil layers within the root zone (‐), θ ice is the soil ice content (m 3 m −3 ), W cr is the critical ice content above which the frozen ground is impermeable taken as 0.15 m, α is a shape parameter of the gamma probability distribution (‐) taken as 3, and v is the upper limit of an integral function representing the spatial variability of frozen depth [ Koren et al ., ].…”
Section: Model Physicsmentioning
confidence: 99%
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