CN111209525A - 一种基于优化推理公式的洪峰流量计算方法及系统 - Google Patents
一种基于优化推理公式的洪峰流量计算方法及系统 Download PDFInfo
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112765852A (zh) * | 2021-01-19 | 2021-05-07 | 黄河勘测规划设计研究院有限公司 | 一种用于特小流域的可能最大暴雨计算方法 |
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EP0644472A2 (en) * | 1993-09-10 | 1995-03-22 | Nikkiso Co., Ltd. | Method for prediction of performance of a centrifugal pump with a thrust balance mechanism |
CN102930357A (zh) * | 2012-11-20 | 2013-02-13 | 中铁第四勘察设计院集团有限公司 | 岩溶隧道暗河暴雨涌水洪峰峰值及峰值时间的预测方法 |
CN106844973A (zh) * | 2017-01-25 | 2017-06-13 | 云南省水利水电勘测设计研究院 | 一种推求特小流域设计洪水的方法 |
CN106951674A (zh) * | 2017-02-09 | 2017-07-14 | 陕西省水文水资源勘测局 | 一种无历史资料小流域洪水重现期推求方法 |
CN106971013A (zh) * | 2016-01-13 | 2017-07-21 | 辽宁省水文局 | 山洪灾害小流域设计暴雨洪水计算方法 |
CN107085658A (zh) * | 2017-04-19 | 2017-08-22 | 郑州大学 | 一种山洪灾害成灾时间确定方法 |
CN108710972A (zh) * | 2018-05-16 | 2018-10-26 | 河海大学 | 一种基于poa算法的水库防洪调度方法 |
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2020
- 2020-04-24 CN CN202010329934.5A patent/CN111209525B/zh active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0644472A2 (en) * | 1993-09-10 | 1995-03-22 | Nikkiso Co., Ltd. | Method for prediction of performance of a centrifugal pump with a thrust balance mechanism |
CN102930357A (zh) * | 2012-11-20 | 2013-02-13 | 中铁第四勘察设计院集团有限公司 | 岩溶隧道暗河暴雨涌水洪峰峰值及峰值时间的预测方法 |
CN106971013A (zh) * | 2016-01-13 | 2017-07-21 | 辽宁省水文局 | 山洪灾害小流域设计暴雨洪水计算方法 |
CN106844973A (zh) * | 2017-01-25 | 2017-06-13 | 云南省水利水电勘测设计研究院 | 一种推求特小流域设计洪水的方法 |
CN106951674A (zh) * | 2017-02-09 | 2017-07-14 | 陕西省水文水资源勘测局 | 一种无历史资料小流域洪水重现期推求方法 |
CN107085658A (zh) * | 2017-04-19 | 2017-08-22 | 郑州大学 | 一种山洪灾害成灾时间确定方法 |
CN108710972A (zh) * | 2018-05-16 | 2018-10-26 | 河海大学 | 一种基于poa算法的水库防洪调度方法 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112765852A (zh) * | 2021-01-19 | 2021-05-07 | 黄河勘测规划设计研究院有限公司 | 一种用于特小流域的可能最大暴雨计算方法 |
CN112765852B (zh) * | 2021-01-19 | 2021-11-02 | 黄河勘测规划设计研究院有限公司 | 一种用于特小流域的可能最大暴雨计算方法 |
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