MUARA ANGKE FISH MARKET AS A TOURISM-BASED FISH MARKET
The market is generally defined as a meeting place for sellers and buyers to transact, community social-cultural interaction, and community economic development (Permendagri, 2007). Indonesia is rich in varied marine resources and has high economic value so that fisheries sector is one of the imp...
Saved in:
Main Author: | |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/75571 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The market is generally defined as a meeting place for sellers and buyers to transact,
community social-cultural interaction, and community economic development
(Permendagri, 2007). Indonesia is rich in varied marine resources and has high
economic value so that fisheries sector is one of the important commodities. To
support the fisheries sector, a facility is needed to manage and support the buying
and selling of fish, namely the fish market. Muara Angke Fish Market is the largest
traditional fish market in North Jakarta.
The final drainage design project aims to obtain a drainage design, in accordance
with the provisions of Permen PUPR No. 12 tahun 2014. This final project consists
of hydrological analysis, tidal analysis, and drainage design both within the area
and outside the Muara Angke Fish Market area. Hydrological analysis was carried
out to obtain the maximum rainfall distribution which will be used to find the
planned rainfall with a five year return period. The planned rainfall is used to design
the drainage. The design of the drainage must be adjusted to the design of the main
building of the Muara Angke Fish Market and the land use around the main
building. The channels to be designed consist of 28 horizontal roof gutters, 28
vertical roof gutters, 37 griund floor gutters, and 20 outer gutters in the Muara
Angke Fish Market area. Drainage channels used PVC material for the roof while
ground floor drains and channels outside the area used precast concrete with a box
section. The calculation results show that the channel bottom elevation at each
channel outlet is above the Highest High Water Level (HHWL) due to sea tides as
high as 1.26 meters so no sluice gates are needed.
|
---|