FLOOD CONTROL PLANNING FOR CISADANE RIVER IN TANGERANG CITY, BANTEN PROVINCE
Cisadane River is one of the larger rivers on the island of Java. Administratively, this river itself passes through Bogor City, Tangerang City, and Tangerang Regency. Tangerang City is a city that is quite densely populated. Tangerang City itself is the third most populous city in the urban area...
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/75431 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Cisadane River is one of the larger rivers on the island of Java. Administratively,
this river itself passes through Bogor City, Tangerang City, and Tangerang
Regency. Tangerang City is a city that is quite densely populated. Tangerang
City itself is the third most populous city in the urban area of JaBoDeTaBek.
Tangeran City is also one of the biggest manufacturing and industrial cities in
Indonesia. However, it is undeniable that floods still frequently hit Tangerang
City due to high rainfall and the capacity of the Cisadane River which is unable
to accommodate large loads can cause a lot of losses, considering that
Tangerang City is one of the cities with sufficient population and high
productivity. This can disrupt local community activities. So to increase the
capacity of the Cisadane River, it is necessary to have flood control efforts to
reduce the threat and potential for flooding due to overflow of the Cisadane
River, Tangerang City, Banten Province. The designed discharge for flood
control in this river is a 20 year return period discharge with a discharge amount
of 1,088.69 m3/s, the design carried out in this final project is normalization,
detention ponds, and embankments. With the normalization of the inundation
area in Tangerang City it is reduced by 25.77%, with the presence of retention
ponds it can reduce the inundation area by up to 43.2%, and embankments by
100%, with these three designs the capacity of the Cisadane River can increase
up to 1,095 m3/s.
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