官厅公式坝高计算

,,河床底高程,上游静水位,风速,吹程D(m),坝前水深Hm,gD/W2(250~1000),,,,,gh/w2,gLm/w2,h10%,hm,,Tm,Lm,上游坡脚,K,β,cosβ,e,Kw,K△,,Rm,R1%,A,Y,坝顶高程,坝高,预留0.3%的沉降,坝顶高程',坝高’,预留1%的坝高

设计+正常运用,,2750,2823.68,21,15000,73.68,333.6734694,6.935970313,4.708534756,0.775916628,0.242668989,0.040901184,0.378205688,1.838677065,1.075249745,1.036942499,4.601950809,17.00190706,2.75,0.0000036,22.5,0.923879533,0.015219454,1,0.78,4.275663252,1.139719039,2.541573457,1,3.432255812,2827.112256,77.11225581,0.231336767,2827.343593,77.34359258,77.88337837

正常+正常运用,,2750,2822.5,21,15000,72.5,333.6734694,6.935970313,4.708534756,0.775916628,0.242668989,0.040901184,0.378205688,1.838677065,1.075249745,1.036942499,4.601950809,17.00190706,2.75,0.0000036,22.5,0.923879533,0.015467164,1,0.78,4.275663252,1.139719039,2.541573457,1,3.432503522,2825.932504,75.93250352,0.227797511,2826.160301,76.16030103,76.69182856

校核+非常运用,,2750,2824.64,14,15000,74.64,750.7653061,9.088692255,5.84522346,0.802581843,0.293033446,0.055437587,0.566952018,1.10762152,0.647731883,0.804817919,3.571781925,11.3274817,2.75,0.0000036,22.5,0.923879533,0.006677202,1,0.78,2.708721294,0.722035635,1.610139466,0.5,2.037919834,2826.67792,76.67791983,0.23003376,2826.907954,76.90795359,77.44469903

正常+非常运用+地震,,2750,2822.5,14,15000,72.5,750.7653061,9.088692255,5.84522346,0.802581843,0.293033446,0.055437587,0.566952018,1.10762152,0.647731883,0.804817919,3.571781925,11.3274817,2.75,0.0000036,22.5,0.923879533,0.006874295,1,0.78,2.708721294,0.722035635,1.610139466,1.5,3.038