溢洪道水力设计

校核水深临界水深水位B1.71.71.71.71.71.71.71.90.562坎段水力计算（分段求和）0.334A0.440.390.460.330.160.150.150.17流速5.075.734.886.7414.3414.14.52X2.222.162.242.09114621.88372971.88119081.881471R0.1990.1810.2050.1590.0830.0820.082C25.47225.07125.59424.53422.01121.96521.970P=0.3%V^2/19.61.3101.6751.2152.31610.49610.79310.759Es1.5701.9051.4852.51110.58810.88310.850高差1.2.05-15.831.556251.583332.59375105.81417Es1+高差3.2103.955-14.34.06812.48413.477116.6R0.1900.1930.1820.1210.0820.0820.041V1.4921.4451.7666.40610.510.7765.380Es1+高差3.2103.955-14.34.06812.48413.477116.60.000Es2+JL2.06966241.66210952.980533319.94793962.65522183.98538-251.230302.240水深0.2600.2300.2700.1960.0920.0910.0910.090单宽流量下泄流量断面位置269.269.34278.83278.16294.35269.0459.733.3.686.5110.448h10.091L06.173496.47462076.80553837.17091747.57650198.0293876

Es1+高差1.038-8.4551.085-15.7811.0441.0445.391v16.3371015

B4.44.44.44.44.44.44.4

Es2+JL1.03798720.42605950.409711.017241.04397255.39095580消力池ht0.4b2222222

1.3071.960水深0.5590.2120.3100.2700.1040.1040.096Fr16.720θ0.4010.3840.3670.3490.3320.3140.297

临界水深水位B1.52.34.44.44.44.42h2

0.81817015

θ23222120191817

0.559坎段水力计算（分段求和）0.334A0.840.491.361.190.460.460.19流速2.344.021.441.6.294.2910.19X2.61702922.72431075.01950744.93947134.60753014.607532.1924R0.3200.1790.2720.2400.0990.0990.088校核C48.65244.147.336.38140.010.01539.213P=0.3%V^2/19.60.2790.8230.1060.1390.9400.9405.295Es0.8381.0350.4150.4091.0441.0445.391高差0.2-9.490.67-16.19Es1+高差1.038-8.4551.085-15.7811.0441.0445.391R0.2500.2250.2560.1700.0990.0930.044V0.5510.40.1220.00.9403.1172.7渐变段长度收缩前宽度收缩后宽度渐变角度（弧度）渐变角度（角度）

跃前水深跃后水深

H10.091H20.8181701

流量

Q1.150

宽度

B2.000

单宽流量

q0.575

佛汝德数

Fr16.720305791.75131146

下游水深

ht0.40

水面降

△Z0.094

坎高

S0.37

底板厚度

t0.1131798

Li

5.0

Lk

4.0

CJEs2+JL长度掺气水深25.2711560.01835082.069662490.2825.3323740.01685741.662109510.50.2525.02090.02726972.980533317.20.2923.2727270.6279519.94793914.940.2121.9880882.844611462.65522118.20.1121.9676182.937158783.9853824.90.1110.9850875.8507281-251.2303-42.940.11

CJEs2+JL长度掺气水深46.4083620.00056521.03798724.70.5745.74980.00045720.426059523.60.2246.8579742.663E-050.4097131.30.3243.1978290.00091991.0172421.90.2840.0151750.00557161.04397250.1139.6142210.06628845.39095580.1119.6065850.415501600.11

边墙高度0.780.750.790.710.610.610.61

边墙高度1.070.720.820.780.610.610.61