DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS
Area of Pupuk kujang industry flooded at certain locations. The indication <br /> <br /> of this flood problem is the addition of discharge from the reservoir and the <br /> <br /> reduction of capacity in siphon caused by garbage. If the flood didn’t handle, it <br /&g...
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id-itb.:304222018-03-15T14:11:47ZDESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS Orland Wijaya Saragih (NIM :15813021), Richard Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/30422 Area of Pupuk kujang industry flooded at certain locations. The indication <br /> <br /> of this flood problem is the addition of discharge from the reservoir and the <br /> <br /> reduction of capacity in siphon caused by garbage. If the flood didn’t handle, it <br /> <br /> would have disrupted the activities of local residents and the industry. By doing <br /> <br /> flood simulation using HEC-RAS v4.0.1, then the locations of flooded, from <br /> <br /> section 14 (outlet of reservoir) until downstream. By using 2 mitigation alternatives, <br /> <br /> namely embankment; by making a 1.6-meter and 1-meter embankment, <br /> <br /> normalizing with width of 4 meter and 2-meter-deep. So, the optimal design of <br /> <br /> flood prevention is embankment. text |
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Institut Teknologi Bandung |
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Institut Teknologi Bandung Library |
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Asia |
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Indonesia Indonesia |
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Institut Teknologi Bandung |
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Indonesia |
| description |
Area of Pupuk kujang industry flooded at certain locations. The indication <br />
<br />
of this flood problem is the addition of discharge from the reservoir and the <br />
<br />
reduction of capacity in siphon caused by garbage. If the flood didn’t handle, it <br />
<br />
would have disrupted the activities of local residents and the industry. By doing <br />
<br />
flood simulation using HEC-RAS v4.0.1, then the locations of flooded, from <br />
<br />
section 14 (outlet of reservoir) until downstream. By using 2 mitigation alternatives, <br />
<br />
namely embankment; by making a 1.6-meter and 1-meter embankment, <br />
<br />
normalizing with width of 4 meter and 2-meter-deep. So, the optimal design of <br />
<br />
flood prevention is embankment. |
| format |
Final Project |
| author |
Orland Wijaya Saragih (NIM :15813021), Richard |
| spellingShingle |
Orland Wijaya Saragih (NIM :15813021), Richard DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| author_facet |
Orland Wijaya Saragih (NIM :15813021), Richard |
| author_sort |
Orland Wijaya Saragih (NIM :15813021), Richard |
| title |
DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| title_short |
DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| title_full |
DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| title_fullStr |
DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| title_full_unstemmed |
DESIGN OF FLOOD PREVENTION AT PUPUK KUJANG INDUSTRY AREAS |
| title_sort |
design of flood prevention at pupuk kujang industry areas |
| url |
https://digilib.itb.ac.id/gdl/view/30422 |
| _version_ |
1822923254213378048 |