2014
DOI: 10.5194/gmd-7-515-2014
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An improved non-iterative surface layer flux scheme for atmospheric stable stratification conditions

Abstract: Abstract. Parameterization of turbulent fluxes under stably stratified conditions has always been a challenge. Current surface fluxes calculation schemes either need iterations or suffer low accuracy. In this paper, a non-iterative scheme is proposed to approach the classic iterative computation results using multiple regressions. It can be applied to the full range of roughness status 10 ≤ z/z 0 ≤ 10 5 and −0.5 ≤ log(z 0 /z 0h ) ≤ 30 under stable conditions 0 < Ri B ≤ 2.5. The maximum (average) relative error… Show more

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Cited by 16 publications
(27 citation statements)
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“…It is noticed that, between these ocean surface schemes, the crucial difference is the determination of ocean surface roughness length which plays important roles in estimating various air-sea fluxes (e.g., Garratt 1992;Fairall et al 1996;Powell et al 2003;Li et al , 2014. BATS1e uses a constant roughness length of 2 × 10 −4 m, while those for Zeng1 and Zeng2 are calculated based on the friction velocity (u * , see Eqs.…”
Section: Model Description Data Used and Experimental Designmentioning
confidence: 99%
“…It is noticed that, between these ocean surface schemes, the crucial difference is the determination of ocean surface roughness length which plays important roles in estimating various air-sea fluxes (e.g., Garratt 1992;Fairall et al 1996;Powell et al 2003;Li et al , 2014. BATS1e uses a constant roughness length of 2 × 10 −4 m, while those for Zeng1 and Zeng2 are calculated based on the friction velocity (u * , see Eqs.…”
Section: Model Description Data Used and Experimental Designmentioning
confidence: 99%
“…They are taken as input for the SURY. The default urban canopy parameters correspond to the recommended values for the medium urban category in Loridan and Grimmond (2012); see their one-dimensional heat equation of a vertical column commonly used in existing land-surface schemes. In the methodology, the buildings and pavements are considered as massive impermeable structures stacked on the natural soil.…”
Section: Ground Heat Transportmentioning
confidence: 99%
“…On the one hand, they are suitable for extensive offline evaluations of the urban land-surface schemes (e.g. Loridan and Grimmond, 2012;Grimmond et al, 2011). On the other hand, such detailed canopy inventories form a basis for spatially varying data sets with a world-wide coverage, such as Faroux et al (2013), Loveland et al (2010), Jackson et al (2010) and Bartholomé and Belward (2005).…”
Section: Introductionmentioning
confidence: 99%
“…To avoid iterations, non-iterative schemes that directly calculate the stability parameter ζ from the bulk Richardson number (Ri B ) and roughness lengths (z 0 and z 0h ), have been proposed and widely used (e.g., Launiainen 1995;Kot and Song 1998;Yang et al 2001;Li et al 2010Li et al , 2014Wouters et al 2012;Sharan and Srivastava 2014). For example, the recently proposed non-iterative scheme of Li et al (2010), which is valid for −2 ≤ Ri B ≤ 1, 10 ≤ z/z 0 ≤ 10 5 and 0.5 ≤ z 0 /z 0h ≤ 100, has been implemented in the Weather Research and Forecasting (WRF) model version 3.4 and later versions (e.g., http://www.nco.…”
Section: Introductionmentioning
confidence: 99%
“…The WRL12 scheme is valid for −5 ≤ Ri B ≤ 2.5, 10 ≤ z/z 0 ≤ 10 5 and −0.5 ≤ ln(z 0 /z 0h ) ≤ 30, and the SS14 scheme is valid for −5 ≤ Ri B ≤ 0, 10 ≤ z/z 0 ≤ 10 5 and 0 ≤ ln(z 0 /z 0h ) ≤ 29. However, Li et al (2014, LGL14 hereafter) divided the roughness lengths (z 0 and z 0h ) into eight regions in which the bulk Richardson number (Ri B ) range was further separated into several (4-7) sections, and then performed regression for each section. The LGL14 scheme is valid for 0 ≤ Ri B ≤ 2.5, 10 ≤ z/z 0 ≤ 10 5 and −0.5 ≤ ln(z 0 /z 0h ) ≤ 30.…”
Section: Introductionmentioning
confidence: 99%