| 有蓄涝容积的排涝站设计排涝流量的简化计算 |
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| 引用本文： | 黄松联,邹林甫.有蓄涝容积的排涝站设计排涝流量的简化计算[J].江西水利科技,2000,26(3):167-170. |
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| 作者姓名： | 黄松联 邹林甫 |
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| 作者单位： | 江西省石城县水电局,江西,石城,342700 |
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| 摘 要： | 有蓄涝容积的排涝站的设计排涝流量主要取决于排涝区域内的蓄涝容积和洪水过程，本评说针人流过程简化为三角形和五点概化形２种洪水过程线，并据此对设计排涝流量计算公式进行了推导。
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| 关 键 词： | 排涝站 蓄涝容积 设计排涝流量 计算公式 |
| 文章编号： | 1004-4701(2000)03-0167-04 |
| 修稿时间： | 1999年11月21 |
THE CONVENIENT CALCULATION OF DESIGN STORM DRAINAGE DISCHARGE OF STORM DRAINAGE STATION WHICH HAVE THE FLOOD STORAGE CAPACITY |
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| WANG Shong-lian,ZHAO Lin-pu.THE CONVENIENT CALCULATION OF DESIGN STORM DRAINAGE DISCHARGE OF STORM DRAINAGE STATION WHICH HAVE THE FLOOD STORAGE CAPACITY[J].Jiangxi Hydraulic Science & Technology,2000,26(3):167-170. |
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| Authors: | WANG Shong-lian ZHAO Lin-pu |
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| Abstract: | The design storm drainage discharge of storm drainage stations which have the flood storge capacity is mainly determined by the flood storage capacity and the flood course.This paper took the inflow hydrograph to reduce the triangle hydrograph and the five point generalization hydrograph.According to the hydrographs,we reduced the calculation formula of design storm drainage discharge. |
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| Keywords: | Storm drainage station Flood storage capacity Design storm drainarge discharge Calculation formula |
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