Wahyudi, Rendy (2016) Perencanaan Dan Perhitungan Ulang Saluran Drainase Kali Pucangan, Sidoarjo, Jawa Timur. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Perencanaan dan pehitungan ulang saluran drainase
Kali Pucangan dimaksudkan untuk mengendalikan debit dari
dalam kawasan Kali Pucangan agar tidak terjadi banjir baik di
dalam ataupun pada saluran Kali Pucangan.
Hasil dari perhitungan debit rencana adalah, debit
pada saluran kali Pucangan besarnya 88,278 m³/deik. Untuk
mengetahui apakah Kali Pucangan mampu menampung Debit
Rencana.Perhitungan kapasitas saluran dilakukan dengan
menggunakan cara Fullbank Capacity.
Berdasarkan hasil perhitungan, kapasitas saluran di
wilayah Pucangan tidak bias menampung debit yang
melimpas. Sehingga perlu dilakukan redesain saluran.
Redesain saluran dilakukan dengan memperlebar kapasitas
saluran.
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Planning and recalculation drainage pucangan river,
intended to control the flow of the river area in order to
prevent flooding either in the region or pucangan river.
The result of the calculation are the planned discharge
in the river pucangan river is 88,186 m³/sec. to discharge plan
capacity calculations done using fullbank capacity.
Based on the result of the calculation, the channel
capacity in the pucangan region can’t accommodate the
overflow discharge . so it’s necessary to redesign the channel.
Redesign of channels carried by widening the channel
capacity
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 627.54 Wah p |
| Uncontrolled Keywords: | Perencanaan Ulang, Debit Rencana, Kapasitas Saluran, Redesain, Replanning, Sidcharge Plan, Channel Capacity, Redesign |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | Anis Wulandari |
| Date Deposited: | 18 Jul 2017 01:41 |
| Last Modified: | 27 Dec 2018 08:38 |
| URI: | http://repository.its.ac.id/id/eprint/42293 |
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