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Sedimentation amount determination support method and sedimentation amount determination support device

机译:沉降量确定支持方法和沉降量确定支持设备

摘要

PPROBLEM TO BE SOLVED: To determine proper laid sand quantity in the dam of a hydroelectric power station. PSOLUTION: A laid sand quantity determination support device 1 obtains terrain conditions and a flood pattern including laid sand quantity (S201, S202), and initially sets a time t (S203), and obtains a flow rate QSPn-1/SPin a time t-t from a flood pattern (S204), and obtains a cross-section ASPn/SPand the depth of water h of running water at each position x in a time t by the continuous expression of a law of conservation of mass (S205), and obtains a flow rate Q and a flow speed u of running water at each position x in the time t by the equation of motion of a law of conservation of a momentum (S206), and calculates moving quantity qSBsi/SBof earth and sand at each position x in the time t from the flow speed u and a particle diameter d (S207), and calculates bed height H at each position x in a time t+t from the moving quantity qSBsi/SB(S208), and updates the time t (S209), and when a time is not after the end time of flood (S210: N), returns to S204, and when a time is after the end time (S210: Y), displays the distribution of the bed height at a display part 12 (S211). PCOPYRIGHT: (C)2010,JPO&INPIT
机译:

要解决的问题:确定水力发电站大坝中适当的铺沙量。解决方案:撒砂量确定支持装置1获得地形条件和包括撒砂量的洪水模式(S201,S202),并初始设置时间t(S203),并获得流量Q n从洪水模式在时间tt中返回-1 (S204),并在时间t中获得横截面A n 和每个位置x的自来水水深h通过连续表达质量守恒定律(S205),并通过动量守恒定律的运动方程式来获得时间t中每个位置x处的自来水的流量Q和流速u (S206),根据流速u和粒径d,计算出时间t内各位置x处的土和沙的移动量q si (S207),计算各时刻的床高H将x从移动量q si 移到时间t + t中(S208),并更新时间t(S209),并且时间不早于洪水结束时间(S210:N ),然后返回S204, me在结束时间之后(S210:是),在显示部12上显示床高的分布(S211)。

版权:(C)2010,日本特许厅&INPIT

著录项

  • 公开/公告号JP5116627B2

    专利类型

  • 公开/公告日2013-01-09

    原文格式PDF

  • 申请/专利权人 中国電力株式会社;

    申请/专利号JP20080265474

  • 发明设计人 河内 友一;筑波 睦伸;

    申请日2008-10-14

  • 分类号G06Q50/06;G06Q50/26;G06F19;

  • 国家 JP

  • 入库时间 2022-08-21 16:53:16

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