Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
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38 New Conception and <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> for <strong>IUWS</strong><br />
2.2.5 Rainwater utilisation<br />
Rainwater itself is very clean and already distributed over the area, but its temporal<br />
distribution is mostly very uneven. Also, due to the environmental pollution and the city<br />
complexities, many contaminants enter the rainwater in urban area. Therefore, despite being<br />
a very good water source, rainwater is barely extensively utilised in cities. To the contrary,<br />
due to its flooding risks, rainwater attempts to be eliminated from urban area as soon as<br />
possible, whereby the huge storm drains are often constructed. Today, the universal water<br />
scarcity together with the better understanding of the nature brings rainwater as water source<br />
back to our sight.<br />
2.2.5.1 options<br />
Storm water elimination. The rainfall strength in one event has the bell-shape. In order<br />
to avoid the flooding risks, the sizes of storm drain are designed based on the peak flow rate<br />
of one rainfall event with considering its recurrence possibilities. The design of storm drains<br />
is a well developed subject, and the national or local design standards and handbooks are<br />
generally available.<br />
Urban storm water detention started in the 1960s when it became known that development<br />
tends to be followed by increasing the rainfall peak rate and aggravated flood damage<br />
(Ferguson 1998). Open ponds are probably the most common type of detention used in<br />
storm water management (Urbonas and Stahre 1993). Other methods to delay and reduce<br />
the peak flow are the increase of the permeable area and the construction of green area.<br />
Such measures do not only diminish the sizes of strom drains, but also potentially improve<br />
the urban environmental conditions.<br />
Instead of being discharged out of the city with huge drains, the storm water can be<br />
retained inside and possibly converted to urban water resources, not only in water-scarce<br />
areas, but also in water-rich regions (Handia et al. 2003, Herrmann and Schmida 1999).<br />
Surface runoff management. Impoundment is one good option for utilising surface<br />
runoff, which acts as the buffer storage during the rainfall events and as the irrigation water<br />
source for the vicinal green area during sunny days. Moreover, impoundments can improve<br />
the local ecological conditions and even be regarded as recreational sites. Constructed<br />
wetland can also be used to retain and utilise the rainwater, as well as to enhance the urban<br />
ecological system (e.g. Lawrence & Breen, 1998, Wong et al. 1999). For supplementing the<br />
local water source, the storm water is recharged into the groundwater usually by two<br />
measures: gravity filtration and direct injection. In this conception, groundwater recharge of<br />
rainwater is considered as the indirect rainwater utilisation.<br />
As an example, an Australian program called Water Sensitive Urban Design is developed<br />
nationwide, which is particularly for designing and managing urban storm water in the<br />
sustainable way (e.g. Brisbane City 2005, Melbourne Water 2005). Other cities like Hamburg<br />
manage rainwater in the decentralised nature-closed system (HBSU 2006). All can be the<br />
good references for managing storm water in modern cities.<br />
Roof-water utilisation. As barely touched area, roofs of buildings are the proper catchment<br />
area for collecting the clean rainwater that is called roof-water. After diverting the first