Analytical solutions of a routing problem for storm water in a detention basin

被引：7
|
作者：
Blazejewski, R
Murat-Blazejewska, S
机构：
[1] Univ Agr, Dept Hydraul Engn, PL-60625 Poznan, Poland
[2] Univ Agr, Dept Land Reclamat, PL-61691 Poznan, Poland
来源：
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2003年 / 48卷 / 04期
关键词：
detention basin; sand filter; storm water;
D O I：
10.1623/hysj.48.4.665.51413
中图分类号：
TV21 [水资源调查与水利规划];
学科分类号：
081501 ;
摘要：
Analytical solutions of a routing problem for storm water flowing through a linear reservoir are presented for the assumption of trapezoidal-shaped inflow hydrograph. The maximum ponded (water) depth in the detention basin is chosen as a main design criterion. Calculations are carried out for a given rain recurrence interval but for various rain durations and sand filter surface areas to reach the maximum permitted ponded depth. A design example is also provided.
引用
收藏
页码：665 / 671
页数：7
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