某地区水闸和渠道设计详细文档

渠道水利计算,,,,,,,,,,,,,,,

底宽b,h,边坡m,A,湿周P,水力半径R,糙率n,谢才系数C,比降i,Q,流速V,不冲流速Vcs,不淤Vcd,5000,冲刷,淤积

85,0.1,4,8.54,85.82462113,0.099505246,0.0225,30.25462757,0.0002,1.152624025,0.134967684,0.537581898,0.5,FALSE,0,1

85,0.2,4,17.16,86.64924225,0.198039816,0.0225,33.93200854,0.0002,3.664528521,0.213550613,0.603500564,0.5,FALSE,0,1

85,0.3,4,25.86,87.47386338,0.295631163,0.0225,36.27514725,0.0002,7.213197253,0.278932608,0.645786037,0.5,FALSE,0,1

85,0.4,4,34.64,88.2984845,0.392305714,0.0225,38.02666635,0.0002,11.66792025,0.336833726,0.677602836,0.5,FALSE,0,1

85,0.5,4,43.5,89.12310563,0.488088916,0.0225,39.4367066,0.0002,16.94940148,0.389641413,0.703382091,0.5,FALSE,0,1

85,0.6,4,52.44,89.94772675,0.583005284,0.0225,40.62214921,0.0002,23.0025945,0.438645967,0.725192914,0.5,FALSE,0,1

85,0.7,4,61.46,90.77234788,0.677078443,0.0225,41.64766394,0.0002,29.7863778,0.484646564,0.744179391,0.5,FALSE,0,1

85,0.8,4,70.56,91.596969,0.770331167,0.0225,42.55302058,0.0002,37.26856733,0.528182644,0.761044654,0.5,TRUE,0,0

85,0.9,4,79.74,92.42159013,0.862785415,0.0225,43.36452707,0.0002,45.42314924,0.569640698,0.77625354,0.5,TRUE,0,0

85,1,4,89,93.24621125,0.954462372,0.0225,44.10054439,0.0002,54.22859606,0.609310068,0.79013028,0.5,TRUE,0,0

85,1.1,4,98.34,94.07083238,1.04538248,0.0225,44.77442508,0.0002,63.66677161,0.647414802,0.802910528,0.5,TRUE,0,0

85,1.2,4,107.76,94.8954535,1.135565467,0.0225,45.39620112,0.0002,73.72218195,0.684133092,0.814771234,0.5,TRUE,0,0

85,1.3,4,117.26,95.72007463,1.225030386,0.0225,45.97361192,0.0002,84.38144219,0.719609775,0.825848842,0.5,TRUE,0,0

85,1.4,4,126.84,96.54469575,1.313795636,0.0225,46.51276076,0.0002,95.63288477,0.753964717,0.836250894,0.5,TRUE,0,0

85,1.5,4,136.5,97.36931688,1.401878994,0.0225,47.01855052,0.0002,107.4662637,0.787298635,0.846063744,0.5,TRUE,0,0

85,1.6,4,146.24,98.193938,1.489297639,0.0225,47.49498251,0.0002,119.8725265,0.819697254,0.85535783,0.5,TRUE,0,0

85,1.7,4,156.06,99.01855913,1.576068177,0.0225,47.94536714,0.0002,132.8436345,0.851234362,0.864191409,0.5,TRUE,0,0

85,1.8,4,165.96,99.84318025,1.662206668,0.0225,48.37247609,0.0002,146.3724198,0.881974089,0.872613233,0.5,FALSE,-1,0

85,1.9,4,175.94,100.6678014,1.747728644,0.0225,48.77865442,0.0002,160.4524687,0.911972654,0.88066454,0.5,FALSE,-1,0

85,2,4,186,101.4924225,1.832649132,0.0225,49.16590483,0.0002,175.0780258,0.941279709,0.888380534,0.5,FALSE,-1,0

85,2.1,4,196.14,102.3170436,1.916982675,0.0225,49.53595193,0.0002,190.2439156,0.969939408,0.895791521,0.5,FALSE,-1,0

85,2.2,4,206.36,103.1416648,2.000743351,0.0225,49.89029198,0.0002,205.9454748,0.997991252,0.902923788,0.5,FALSE,-1,0

85,2.3,4,216.66,103.9662859,2.083944792,0.0225,50.23023193,0.0002,222.1784972,1.025470771,0.909800292,0.5,FALSE,-1,

85,2.4,4,227.04,104.790907,2.166600199,0.0225,50.5569204,0.0002,238.9391844,1.052410079,0.916441204,0.5,FALSE,-1,

85,2.5,4,237.5,105.6155281,2.248722363,0.0225,50.87137251,0.0002,256.2241059,1.078838341,0.922864347,0.5,FALSE,-1,

85,2.6,4,248.04,106.4401493,2.330323677,0.0225,51.17449,0.0002,274.0301621,1.10478214,0.929085552,0.5,FALSE,-1,

85,2.