| ‘ 84 办法’在特小流域洪峰流量计算中的应用 |
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| 引用本文： | 郑佳重,朱 梅,黄双双,王振龙,时召军,周 迪,许良元. ‘ 84 办法’在特小流域洪峰流量计算中的应用[J]. 南水北调与水利科技（中英文）, 2014, 12(6): 63-65 |
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| 作者姓名： | 郑佳重 朱 梅 黄双双 王振龙 时召军 周 迪 许良元 |
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| 作者单位： | 1. 安徽农业大学工学院, 合肥230036; 2. 安徽省水利水资源重点实验室, 安徽蚌埠233000 |
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| 摘 要： | "84办法"是安徽省水利部门在中小流域(10300km2)洪峰流量计算中的常用方法,但在特小流域中(<10km2)的应用较少。以安徽省马鞍山市雨山现代农业示范园内的防洪渠设计洪水分析计算为例,将"84办法"与特小流域中计算洪峰流量常用的两种方法即中国水科院1958年推理公式法和中国公路科学研究所经验公式法进行比较、分析与讨论,认为"84办法"在特小流域洪峰流量计算中的应用是合理可行的。
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| 关 键 词： | “84办法” 安徽省 中小流域 特小流域 洪峰流量 洪水分析计算 基本线型回归模型 |
Application of 84 method in peak discharge calculation of extra smal l watershed |
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| ZH ENG Jia-zho ng,ZH U Mei,HUANG Shuang-shuang,WANG Zhen-long,SH I Zhao-jun,ZH OU Di,XU Liang-yuan. Application of 84 method in peak discharge calculation of extra smal l watershed[J]. South-to-North Water Transfers and Water Science & Technology, 2014, 12(6): 63-65 |
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| Authors: | ZH ENG Jia-zho ng ZH U Mei HUANG Shuang-shuang WANG Zhen-long SH I Zhao-jun ZH OU Di XU Liang-yuan |
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| Affiliation: | 1. E ngineer ing Dep ar tment , A nhui Ag ricultur al Univer sity , H ef ei 230036, China;2. K ey L abor ato ry of Water Resources in A nhui Pr ovince , Bengbu Anhui 233000, Chi na) |
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| Abstract: | The 84 metho d is commo nly used in the ca lculatio n o f peak dischar ge in medium and small w atersheds ( 10~ 300squar e kilometers) by the water conserv ancy depar tment o f Anhui, but it is seldom used in the extr a small w atershed ( less than10 squar e kilometer s) . In this paper, the design f loo d of the floo d contr ol channels in Yushan modern ag ricultural demonst ratio npar k o f Ma. anshan in Anhui w as calculat ed using the 84 Method and t wo ot her commo n fo rmulas, including the 1958 hydro log yreasoning fo rmula o f the China Inst itute of Water Resources and Hy dr opow er Research Institut e and t he ex per ience fo rmula ofthe Scientific Resear ch Institute of H ig hway . The r esults sugg ested that applicatio n o f the 84 method in the calculation of peakdischarg e of ex tra small w atersheds is reasonable and feasible. |
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| Keywords: | 84 M et ho d Anhui Pr ov ince medium and small w atersheds ex tra small w atershed peak dischar ge flo od calculatio n basic linea r reg ressio n mo del |
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