表C3时段（Δt3h）⑴01234567891011121314合计tk⑵017935753671489310711250142916071786196421432321250018750St⑶008350973099610001000100010001000100010001000100010001000
马河水库
单位线q设计净雨StΔtUΔtt（t）（m（ms）s）⑷⑸⑹⑺0000835726761360835013812011353097300232002533099600040348124510000000000047601000000000001244010000000000092310000000000042010000000000042010000000000026301000000000001000000000001000000000001000000000001008704
f马河水库流域设计洪水过程线计算表
部分地面径流（ms1360009881630270340003535331245476⑻000256542407101200012449234242
0003874640107019000
00090481495249043000
000345945717953166000
00090409149422490433000
00067081109185032000
0003052504084015000
00030525040840150003656
1213
3072
4639
10836
41430
108274
8034
3656
f263
000191143159526092022891
地面径流基流Q基Qs（t）（ms）（ms）⑼⑽02988227292432529793236208296394222646268172417521973423258254120922000
设计洪水Qp（t）（ms）⑾21188292945259993364089659422846701743751993434587412920
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