Setiawan, Anfiq (2018) Penanganan Luapan Air Saluran Simokerto. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Pada musim hujan genangan terjadi di sebagian Kota Surabaya khususnya di kawasan Kecamatan Simokerto. Pada saat curah hujan yang tinggi sering terjadi genangan pada badan jalan dan bangunan disekitarnya. Permasalahan banjir yang terjadi berasal dari permasalahan saluran sekunder drainase sehingga perlu direncanakan perencanaan drainase dan mengevaluasi kembali sistem drainase. Sistem drainase yang dievaluasi pada saluran sekunder dan tersier Simokerto. yaitu meliputi dimensi saluran, kapasitas saluran sekunder, tersier dan Pompa. Tahapan perhitungan meliputi perhitungan intensitas hujan, perhitungan debit banjir rencana kemudian dibandingkan dengan kapasitas saluran yang ada. Perhitungan dimensi saluran rencana berdasarkan debit hujan rencana pada periode ulang 5 tahun dan tata guna lahan pada Kecamatan Simokerto. Berdasarkan hasil perhitungan antara debit rencana dengan debit saluran yang sekarang ada 33 saluran tersier dan 4 sekunder. Solusi untuk mengatasi masalah tersebut adalah dengan merencanakan 3 Pompa yang dipasang di hilir saluran Simokerto dengan debit pompa 1,5 m3/det sehingga tidak terjadi genangan baik di jalan raya maupun di pemukiman sekitar.
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In the rainy season puddles occur in parts of Surabaya, especially in the district of Simokerto. At the time of high rainfall there is often a puddle on the body of the road and surrounding buildings. The problem of flood that comes from the drainage secondary drainage problem so that planned drainage planning and reevaluation of the drainage system. The drainage system is evaluated on the secondary and tertiary channels of Simokerto. Where evaluated include channel dimension, secondary channel capacity, tertiary and Pump. Stages of calculation include the calculation of rain intensity, the calculation of flood discharge plans then compared with the capacity of existing channels. Calculation of plan channel dimension based on rainfall of plan on 5year re-period and land use in Simokerto District. Based on the calculation of the discharge plan with the current channel discharge there are 33 tertiary and 4 secondary channels. The solution to solve the problem is by plotting 3 Pumps that are installed downstream of the Simokerto channel 1,5 m3/det so that there are no puddles either on the highway or in the surrounding settlements.
Keywords: Evaluation, Drainage, Simokerto, Flood, Pump.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Kata kunci: Evaluasi, Drainase, Simokerto, Banjir, Pompa. "=========================================================" Keywords: Evaluation, Drainage, Simokerto, Flood, Pump. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA169 Reliability (Engineering) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | anfiq setiawan |
| Date Deposited: | 15 Jul 2024 07:50 |
| Last Modified: | 15 Jul 2024 07:50 |
| URI: | http://repository.its.ac.id/id/eprint/58664 |
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