Storm water treatment using Bio-Ecological Drainage System

被引：19

作者：

Ayub, Khairul Rahmah ^{[1
]}

Sidek, Lariyah Mohd ^{[2
]}

Ainan, Anita ^{[3
]}

Zakaria, Nor Azazi ^{[4
]}

Ab Ghani, Aminuddin ^{[4
]}

Abdullah, Rozi ^{[5
]}

机构：

[1] Univ Sains Malaysia, River Engn & Urban Drainage Res Ctr REDAC, Kampus Kejuruteraan, Nibong Tebal 14300, Penang, Malaysia

[2] Univ Tenaga Nas, Coll Engn, Dept Civil Engn Water Engn, Jalan Kajang Puchong 43009, Kajang, Malaysia

[3] Dept Irrigat & Drainage Malaysia, River Engn Sect, Kuala Lumpur 50626, Malaysia

[4] Univ Sains Malaysia, REDAC, Nibong Tebal 14300, Penang, Malaysia

[5] Univ Sains Malaysia, Sch Civil Engn, Nibong Tebal 14300, Penang, Malaysia

来源：

INTERNATIONAL JOURNAL OF RIVER BASIN MANAGEMENT | 2005年 / 3卷 / 03期

关键词：

BIOECODS; stormwater; water quality; swale; wetpond; detention pond; constructed wetland;

D O I：

10.1080/15715124.2005.9635261

中图分类号：

TV21 [水资源调查与水利规划];

学科分类号：

081501 ;

摘要：

The treatment of stormwater as it flows through a Bio-Ecological Drainage System (BIOECODS) is the result of a complex interaction between the physical, chemical and biological processes that occur within the system. A stormwater quality monitoring programme at BIOECODS is being carried out by grab sampling method for the period of April-November 2003. Samples of stormwater are taken from ten stations along ecological swales and eight stations along ecological pond. The ecological pond (wet pond, detention pond, constructed wetland, wading river and recreational pond) which is placed downstream acting as a facility to control the storm water quantity and storm water treatment device before storm water flows into Kerian River. The ecological pond system is strategically placed at the downstream end of the BIOECODS to optimize and effectively attenuate and treat storm water runoff generated from the USM Engineering Campus development area.

引用

页码：215 / 221

页数：7

共 4 条

[1]

Ghani Ab., 2004, 6 INT C HYDR ENG ICH

[2]

Niemczynowicz J., 1999, Urban Water, V1, P1, DOI 10.1016/S1462-0758(99)00009-6

[3]

SIDEK MOHD L., 2004, 6 INT C HYDR ENG BRI

[4]

Zakaria NA, 2003, INT J RIVER BASIN MA, V1, P237, DOI DOI 10.1080/15715124.2003.9635210

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