Research Article

Experimental Study on Measurement of Drag Coefficient of Sandy Soil Nonlinear Vadose

Table 5

Comparison of fitting results between common seepage formulas and standard sand seepage experiment data.

Particle size range (mm)NCUCCCorrelation comparison ()
The formula of this paper ErgunVan GentLiuJingsui WuThe formula of this paper

0.1–0.250.381110.943−2.047−9.1060.583−1.7150.943
0.455110.982−3.361−7.231−0.056−2.5440.982
0.449110.978−2.028−5.3980.320−1.4780.978

0.25–0.50.381110.404−2.9690.479−0.827−1.9420.053
0.381110.219−2.5700.799−0.724−1.9050.005
0.402110.590−1.9210.585−0.368−1.1400.333

0.5–10.36111−4.672−1.380−30.4100.6940.0900.189
0.37411−0.157−1.677−10.8530.7370.8970.966
0.3811−2.131−2.126−18.7720.8250.7830.629

1–20.348110.030−2.112−6.4350.595−0.1950.894
0.361110.154−1.824−3.9760.5290.0630.902
0.377110.334−2.083−3.6300.4840.5560.838

2–50.34411−0.213−2.158−5.0670.551−2.0590.853
0.35311−0.011−2.137−4.5560.527−1.1360.820
0.38111−0.134−2.335−5.3940.509−0.1400.819

0.1–50.31460.75−1.907−2.0720.536−0.2400.1870.929
0.3145.51−2.093−2.2810.490−0.3210.1810.963
0.31461−1.573−1.7040.323−0.0160.3770.909
0.31461−2.169−2.3030.838−0.530−0.0660.952
0.3146.251−2.179−2.2890.887−0.585−0.1940.951