管段设计流量最终汇管段编号长度入节点Qm131414151516161111212133717171818131914201521222216NAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAME141909673197277172191198195204180223
管径D（mm）
设计充满设计坡度设计流速度hDi（‰）v（ms）
设计水深h（m）012012013014015015015015015015015015015
1
1313141516
300300300300300300300300300300300300300
03904042048050505050505050505
NAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAME
NAMENAMENAMENAME060006000600060006000600060006000600
f地面标高降落量iL（m）上端17970177901776017720185001845018570183001820018000178801801017840下端17790177601772017670184501797018300182001797017790177601784017720地面坡度‰
标高m管内底标高上端17770NAMENAMENAME下端NAMENAMENAMENAME上端17782NAMENAMENAME
水面标高下端NAMENAMENAMENAME
埋设深度上下游上端水深差200NAMENAMENAMENAME
NAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAME
12773334176852541733157052411621077588944538
000001002000
NAME17770NAME17785
6551423
f埋设深度
下端NAMENAMENAMENAME200
fr