溢洪道泄槽计算
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3.泄槽水面
0.7680.3020.302
0.7680.2690.269
h5cosθv5v6i糙率n 0.4840.76817.61363636250.8330.015 0.3020.76817.3427152322.22104370.8330.015 0.2690.76817.2862453521.418701060.8330.015
v"Fr1L j L kψ'б
13.6687347439.2891237927.502386650.95 1.05
14.6133625329.0269842120.318888950.95 1.05
14.6767100326.8518754918.796312840.95 1.05
tgθK cosθ1/(K(4H0cos2θ))
0.166580579 1.30.9860.017619941
0.60.70.80.9
0.17610.2063250.23680.267525
v平均A3A4χ3χ4R3R4 21.30681818 3.872 2.7288.9688.6820.431757360.314213315 19.78187947 2.416 1.88568.6048.47140.2807996280.222584225 19.35247321 2.152 1.73688.5388.43420.252049660.205923502
Δz S h tБh2ht+Δz
0.846379527 3.848199525 2.05 6.744579052 2.896379527
0.51167546 2.87070656 1.61 4.99238202 2.12167546
0.443906138 2.644923512 1.53 4.61882965 1.973906138