PREDICTING PERVIOUS AND IMPERVIOUS STORM RUNOFF FROM URBAN DRAINAGE BASINS

被引:46
作者
BOYD, MJ
BUFILL, MC
KNEE, RM
机构
[1] SNOWY MT ENGN CORP,SYDNEY 2060,AUSTRALIA
[2] ACT ELECT & WATER,CANBERRA 2600,AUSTRALIA
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 1994年 / 39卷 / 04期
关键词
D O I
10.1080/02626669409492753
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Rainfall and runoff depths were analysed for 47 storms recorded on three urban drainage basins in Canberra, Australia. Three runoff mechanisms have been identified: runoff generated on effective impervious surfaces in all storms; runoff from pervious areas of small storage capacity during both large and small storms; and runoff from pervious areas of large storage capacity for larger storms. The data indicate that pervious surface runoff is generated on only a small part of the total basin area.
引用
收藏
页码:321 / 332
页数:12
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