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引水隧洞平洞水头损失计算表平洞局部水头损失a=b=A=θ=ζ=1进水囗水头损失5315.000.22拦污栅水头损失0017.321.0471980.0940623门槽水头损失2.248.800.24转弯段水头损失37.07600.3692075衬与不衬段小变大37.0736衬与不衬段大变小2.6-2.02.69.482.25小计局部水头损失沿程水头损失a=b=A=θ=X=7进水囗水头损失5420.00188箱涵段水头损失339.00129衬砌段水头损失37.0710非衬砌段水头损失3.610.1811喷砼段水头损失3.49.08小计沿程水头损失hw合计上平洞总水头损失压力管道局部水头损失D=A=θ=ζ=1调压井处水头损失2.54.910.1527782转弯段水头损失2.54.910.3454933岔管处水头损失2.54.910.54蝶阀处水头损失1.51.770.155岔管后转弯水头损失1.51.77450.0950996衬与不衬段大变小2.6-2.21.21.130小计局部水头损失沿程水头损失D=A=θ=X=L=7上平洞水头损失1.62.01508斜洞水头损失2.54.912109下平洞段水头损失2.54.91010下平洞段水头损失2.54.91011支管段水头损失1.51.7710引水隧洞压力管道方案水头损失计算表小计沿程水头损失hw270合计压力管道总水头损失总计总水头损失273洞径3压力引水道断面积A17.0686压力引水道长度L3死水位812尾水位666发电净水头H0144.45发电流量Q9.6调压井前水头损失hw00.4551压力管道水头损失hwm1.0997系数K1.05g9.8托马准则稳定断面A0.0271r0.0929引水隧洞平洞水头损失计算表n＝L=Q=hj=系数*Q^20.01239.64.53515E-050.0251.59969E-050.0220.0001317680.0003770080.0030633820.001277350.0049108550.45258439L=n=R=C=v＝hf=系数*Q^200.0121.11111184.811.07000.0120.7579.431.0700.60.0120.7579.431.362.53767E-060.000233871.40.0330.929.780.941.69347E-0510.0220.8544.241.067.2922E-062.67645E-050.0049376190.45505101LV3.1926340.00102244hj=系数*Q^20.0003234930.0007315490.0010587050.0006126750.00038843100.003114853n=R=C=v＝hf=系数*Q^20.0120.471.534.7746520.0060431060.0120.62577.051.9556980.0023485660.0120.62577.051.95569800.0120.62577.051.95569800.0120.37570.772.7162470.000426301引水隧洞压力管道方案水头损失计算表0.0088179730.8126644LV676.59160.0119328261.09972927∑lv679.78420.0168704461.55478028Tw0.4797321.5547802780.00247095φ11.00进水口拦污栅及宽顶堰水头损失计算abAθ=4.53.27714.74651.570796渠道流速ζ=2g1.7440.119.6前池水头损失计算表平洞局部水头损失a=b=A=θ=1进水囗水头损失5315.002拦污栅水头损失15.001.5707963门槽水头损失2.248.804转弯段水头损失37.07605衬与不衬段小变大37.076衬与不衬段大变小2.6-2.02.65.31小计局部水头损失沿程水头损失a=b=A=θ=7进水囗水头损失2.248.808箱涵段水头损失339.009衬砌段水头损失37.0710非衬砌段水头损失3.610.1811喷砼段水头损失3.49.08小计沿程水头损失hw合计上平洞总水头损失压力管道局部水头损失D=A=θ=ζ=1调压井处水头损失2.58.800.1527782转弯段水头损失2.54.910.1901973岔管处水头损失2.54.9104蝶阀处水头损失1.51.770.155岔管后转弯水头损失1.51.774506衬与不衬段大变小2.6-2.21.21.13小计局部水头损失沿程水头损失D=A=θ=X=引水压力管道水头损失计算表拦污栅水头损失宽顶堰水头损失7上平洞水头损失2.54.918斜洞水头损失1.21.139下平洞段水头损失2.54.9110下平洞段水头损失2.54.9111支管段水头损失0.50.20小计沿程水头损失hw合计压力管道总水头损失总计总水头损失洞径3压力引水道断面积A17.068578压力引水道长度L3死水位812尾水位666发电净水头H0#VALUE!发电流量Q3.5调压井前水头损失hw00.002471压力管道水头损失hwm0.015409系数K1.05g9.8托马准则稳定断面A#VALUE!r#VALUE!进水口拦污栅及宽顶堰水头损失计算ζ=n＝0.1086130.032.54829E-050.010193153hf0.015518041前池水头损失计算表ζ=n＝L=Q=hj=系数*Q^20.20.01439.64.53515E-050.1086130.032.46288E-050.20.026260.00013176800000.000201748X=L=n=R=C=v＝hf=系数*Q^212.40.0140.70967767.461.0701200.0140.7568.081.0700.0140.7568.081.3600.030.932.750.9400.026260.8537.061.06000.000201748LV06.97448E-08hj=系数*Q^20.0001006560.00040272500.0006126750000.001116057L=n=R=C=v＝hf=系数*Q^2引水压力管道水头损失计算表150.0120.70978.691.9556980.00014179200.0120.368.188.488271000.0120.62577.051.955698000.0120.62577.051.955698000.0120.12558.9324.446220150.000141792LV29.335460.001257849∑lv29.335460.00145959715Tw#VALUE!方变圆水头损失渐变段水头损失00.009313731水面跌落z1水面回落0.1706984490.0568994830.00417959总水头损失0.2833403420.01214370.0185930900.018593090.102855780.00075446850.5-0.32-0.1650.0242.020.013067590.115923370.13451645φ11.00引水隧洞调压井计算表平洞局部水头损失a=b=A=θ=ζ=nmin＝1进水囗水头损失5315.000.20.0122拦污栅水头损失0017.321.04720.094060.0253门槽水头损失2.248.800.20.026264转弯段水头损失37.07600.369215衬与不衬段小变大37.0736衬与不衬段大变小2.6-2.02.65.312.25小计局部水头损失沿程水头损失a=b=A=θ=X=L=6进水囗水头损失2.248.8012.407箱涵段水头损失339.001208衬砌段水头损失37.0709非衬砌段水头损失3.610.18010喷砼段水头损失3.49.080小计沿程水头损失hw合计上平洞总水头损失总水头损失(m）Zmax=Vbmin＝Vbmax＝R=上室取R最高涌浪-7000.112Xmin1＝Xmin2＝εv＝Vv＝m'=最低涌浪912.6712.670.01020.057520.5nmax＝Q=L=v＝hj=系数*Q^2hj=系数*Q^20.0169.631.358124.53515E-054.53515E-050.0331.59969E-051.59969E-050.030.0001317680.0001317680.0003770080.0003770080.0030633820.0030633820.0040724340.0040724340.0077059390.007705939nmin＝nmax＝R=Cmin=Cmax=hf=系数*Q^2hf=系数*Q^20.0120.0160.709778.7059.03000.0120.0160.7579.4359.57000.0120.0160.7579.4359.57000.0250.0330.939.3029.78000.026260.030.8537.0632.4400000.0077059390.0077059390.710.71R=下室取R0.051.5v00.64v11.358120.6828需要满足托马断面v21.80815进水口拦污栅及宽顶堰水头损失计算abAθ=ζ=n＝3.53.512.251.5707960.1086130.03渠道流速ζ=2g2.0550.119.6引水箱涵水头损失计算表平洞局部水头损失a=b=A=θ=ζ=n＝1进水囗水头损失3.53.512.250.20.0142拦污栅水头损失12.251.5707960.1086130.033门槽水头损失3.53.512.250.20.026264转弯段水头损失3.59.626005衬与不衬段小变大3.59.626衬与不衬段大变小2.6-2.02.65.31小计局部水头损失沿程水头损失a=b=A=θ=X=L=7进水囗水头损失3.53.512.25148箱涵段水头损失3.5310.50132449衬砌段水头损失3.59.6210非衬砌段水头损失4.113.2011喷砼段水头损失3.911.95小计沿程水头损失hw合计上平洞总水头损失压力管道局部水头损失D=A=θ=ζ=1调压井处水头损失2.54.910.2448982转弯段水头损失2.54.910.3454933岔管处水头损失2.54.9104蝶阀处水头损失1.51.770.155岔管后转弯水头损失1.51.77450.0950996衬与不衬段大变小2.6-2.21.21.130小计局部水头损失沿程水头损失D=A=θ=X=L=n=7上平洞水头损失2.54.91150.0128斜洞水头损失1.21.1300.0129下平洞段水头损失2.54.9100.01210下平洞段水头损失2.54.9100.01211支管段水头损失0.50.2000.012小计沿程水头损失hw15合计压力管道总水头损失总计总水头损失259拦污栅水头损失宽顶堰水头损失引水压力管道水头损失计算表进水口拦污栅及宽顶堰水头损失计算方变圆水头损失渐变段水头损失3.69E-050.0147710.0021590.009314hf0.021546水面跌落z1水面回落0.1706980.056899L=Q=hj=系数*Q^239.66.8E-05总水头损失3.69E-050.4536046.8E-050000.0001730.015937n=R=C=v＝hf=系数*Q^20.0140.87569.860.9100.0140.80769268.930.910.0005770.0140.87569.861.00000.031.02533.470.7300.026260.97537.920.8000.0005770.000750.069084LV223.08573.58E-06hj=系数*Q^20.0005190.00073200.0006130.0