drquek
06-25-2009, 04:44 PM
Worked Example 2.3 (Workshop No. 3)
2.2.3 Worked Example 2.3
Design a dry detention basin for a catchment as follows:
Location= Kuala Lumpur
A low flow pipe system with a capacity of 2 m3/s will bypass the basin and combine with the basin outflow in the downstream floodway.
The time area curve is as follows: 50000, 60000, 90000, 112000, 69000, 70000.
<link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CWIDURI%7E1%5CLOCALS%7E1%5CTemp%5 Cmsohtml1%5C01%5Cclip_filelist.xml"><o:smarttagtype namespaceuri="urn:schemas-microsoft-com<img src=" images="" smilies="" redface.gif="" border="0" alt="" title="Embarrassment" smilieid="2" class="inlineimg"></o:smarttagtype>
2.2.3 Worked Example 2.3
Design a dry detention basin for a catchment as follows:
Location= Kuala Lumpur
A low flow pipe system with a capacity of 2 m3/s will bypass the basin and combine with the basin outflow in the downstream floodway.
The time area curve is as follows: 50000, 60000, 90000, 112000, 69000, 70000.
<link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CWIDURI%7E1%5CLOCALS%7E1%5CTemp%5 Cmsohtml1%5C01%5Cclip_filelist.xml"><o:smarttagtype namespaceuri="urn:schemas-microsoft-com<img src=" images="" smilies="" redface.gif="" border="0" alt="" title="Embarrassment" smilieid="2" class="inlineimg"></o:smarttagtype>