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2017


                                                                 sizes of silica sand in mean diameter 1.075

                                                                 mm, 1.475 mm, 1.85 mm, 2.5 mm and
                                                                 3.17 mm. Both pre-Darcy flow and post

                                                                 Darcy flow were identified but no obvious
                                                                 linear flow was observed, the Reynolds

                                                                 number of two flow regime are different
                                                                 with different grain sizes. Relative error was

                                                                 used to evaluate the experimental data and
                                                                 obtain that the values of Reynolds number

                                                                 at the demarcation point are 3.90, 7.08, 9.1
               and 10.78. The values of Reynolds number of two flow regime increased gradually as the particle

               diameter increased. A new Reynolds number defined as ratio of inertia term and viscous term in
               Forchheimer equation can lead to a single criterion for determining the limit of validity of Darcy

               law. The recommended critical Reynolds number for non-Darcy flow is equal to 0.1, where the
               error of neglecting inertial effects in the hydraulic gradient will be less than 10%.

                    论文链接:https://doi.org/10.1016/j.ijheatmasstransfer.2016.08.085

                    5.Determination of the saturated film conductivity to improve the EMFX model in
               describing the soil hydraulic properties over the entire moisture range
                    作  者 : Wang Yunquan*; Ma Jinzhu;  GuanHuade;  Gaofeng Zhu.

                    JOURNAL OF HYDROLOGY  卷 : 549   页 : 38-49   出版年 : JUN 2017
                    摘要:Difficulty in measuring hydraulic conductivity, particularly under dry conditions,

               calls for methods of predicting the conductivity from easily obtained soil properties. As a
               complement to the recently published EMFX model, a method based on two specific suction

               conditions is proposed to estimate saturated film conductivity from the soil water retention curve.
               This method reduces one fitting parameter in the previous EMFX model, making it possible to

               predict the hydraulic conductivity from the soil water retention curve over the complete moisture
               range. Model performance is evaluated with published data of soils in a broad texture range

               from sand to clay. The testing results indicate that 1) the modified EMFX model (namely the
               EMFX-K model), incorporating both capillary and adsorption forces, provides good agreement

               with the conductivity data over the entire moisture range; 2) a value of 0.5 for the tortuosity
               factor in the EMFX-K model as that in the Mualem’s model gives comparable estimation of

               the relative conductivity associated with the capillary force; and 3) a value of  − 1.0 × 10 − 20


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