Chandra, Dena Adi (2015) Perencanaan drainase jalan lingkar luar barat Surabaya (STA 0+000 44+850). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Salah satu upaya pemerintah kota Surabaya dalam
mengatasi kemacetan yaitu dengan cara membangun jalan
lingkar luar barat. Dengan dibanggunya jalan lingkar luar
barat, maka pertumbuhan ekonomi didaerah Surabaya barat
akan meningkat. Hal ini dapat menyebabkan perubahan fungsi
tata guna lahan. Saat ini lahan didaerah Kecamatan Benowo
masih banyak lahan yang difungsikan sebagai sawah dan
tambak. Dengan dibanggunnya fasilitas jalan raya, tidak
menutup kemungkinan bahwa beberapa tahun mendatang
lokasi tersebut akan berubah menjadi area permukiman,
perdagangan dan jasa, industri, dll.
Data tata guna lahan yang dipakai dalam perencanaan
saluran adalah data tata guna lahan untuk beberapa tahun
kedepan. Debit banjir rencana yang masuk dalam catchment
area saluran tepi jalan lingkar luar barat, nantinya akan
dialirkan ke kali Sememi.
Saluran drainase lingkar luar barat direncanakan
menggunakan U-DITCH produksi PT. Calvary Abadi, dengan
tipe U-DITCH 500×600 sampai dengan tipe BIG U-DITCH.
Hasil evaluasi menunjukkan bahwa saluran kali Sememi
sudah tidak mampu menampung debit banjir rencana. Strategi
yang dapat dilaksanakan untuk penanggulangan banjir di
daerah jalan lingkar luar barat adalah : (1) normalisasi saluran
kali Sememi yang dilengkapi oleh rumah pompa pada daerah
hiir, (2) Pembangunan kolam tampungan yang dilengkapi
dengan pompa air pada hilir saluran tepi jalan lingkar luar
barat. ========== One of the Surabaya government's efforts to overcome
traffic jam is to build west outer ring road. With that way,
economic growth in west Surabaya will increase. It can make
the change of land use functions. Currently Benowo has still a lot of land that is functioned as rice fields and ponds. With highway facilities, it is possible that for the next years the site
will be transformed into residential area, commerce, services,
industries, etc.
land use data that is used in canal plan is land use data
for years to come. Overflow discharge plan that is included in
the catchment area of the edge canal of the west outer ring
road will be directed to Sememi river.
drainage of the west outer ring road is planned to use
U-DITCH that is produced by PT. Calvary Abadi with
500×600 U-DITCH type up to BIG U-DITCH type.
Evaluation results show that the Sememi rivel canal is not
able to accommodate the plan of overflow discharge.
Strategies that can be implemented for overflow prevention in
the west outer the ring road area are: (1) normalization of the
Sememi river that is complemented by the pump house in the
downstream region, (2) Construction of the reservoir pool that
iv
is equipped with a water pump on the downstream edge canal
of west outer ring road.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 625.734 Cha p |
| Uncontrolled Keywords: | lingkar luar barat,drainase, kolam tampungan, west outer ring road, drainage, reservoir pool |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements > TE215 Drainage |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | - Davi Wah |
| Date Deposited: | 29 Mar 2019 02:43 |
| Last Modified: | 29 Mar 2019 02:43 |
| URI: | http://repository.its.ac.id/id/eprint/62635 |
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