Hardianto, Dian Rahmat and Winda D.A, Fadhilah (2015) Pengaruh Operasional Rumah Pompa Ikan Mungsing Terhadap Daerah Layanannya. Diploma thesis, Institut Technology Sepuluh Nopember.
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Abstract
Kawasan sistem drainase Moro Krembangan Surabaya Utara tepatnya di daerah Jl. Tanjung Sadari merupakan kawasan banjir. Sehingga di Jl. Tanjung Sadari ini dibangun Rumah Pompa Ikan Mungsing yang nantinya akan dioperasikan untuk mengurangi debit banjir pada Saluran Moro Krembangan terutama pada saat musim hujan.
Dalam Studi ini, kami mengevaluasi operasional Rumah Pompa Ikan Mungsing apakah mampu dalam menangani banjir yang selama ini terjadi di daerah layanannya (Jl. Tanjung Sadari, Jl. Ikan Mungsing dan sekitarnya) serta pengaruh operasional Rumah Pompa Ikan Mungsing terhadap daerah layanannya. Untuk mengevaluasi kinerja Rumah Pompa Ikan Mungsing ini, Dilakukan analisis Hidrologi yaitu debit banjir rencana Q5 dan Q10 catchment area Saluran Moro Krembangan. Hasil analisis Hidrologi (debit banjir Q5 dan Q10) digunakan untuk menghitung volume yang dikendalikan tampungan dan dibandingkan dengan kapasitas Saluran Moro Krembangan.
Kesimpulan dari tugas akhir ini yaitu, debit banjir yang melimpas di Saluran Moro Krembangan dengan periode ulang
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5 tahun sebesar 5.50 m³/detik dan periode ulang 10 tahun sebesar 5.76 m³/detik. Geometri Saluran Moro Krembangan dengan lebar saluran 4.80 m, kedalaman saluran 0.98 m, panjang saluran eksisting 1150 m, dan I=0.00079 adalah 5.097 m³/detik. Kapasitas pompa air eksisting Ikan Mungsing sebesar 1.5 m³/detik dengan jumlah pompa banjir 1 unit. Setelah dipompa sesuai dengan perhitungan (menggunakan pompa kapasitas 1.5 m3/det dan 3 m3/det) masih terjadi genangan di daerah layanannya. Untuk mencegah banjir di Saluran Moro Krembangan, maka direncanakan Bozem.
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Drainage system of Moro Krembangan in North Surabaya, located in Jl. Tanjung Sadari, is one of the areas in Surabaya that affected by flood. Therefore, Ikan Mungsing pipe house is built to lessen flood discharge in Moro Krembangan canal especially in rainy season.
In this study, we evaluate Ikan Mungsing Pump House operational whether it can solve flood problem that is often happened around its service coverage area (Jl. Tanjung Sadari, Jl. Ikan Mungsing, and surrounding), as well as the effects of Ikan Mungsing Pump House operational on its service coverage area. To evaluate the operation of Ikan Mungsing Pump House, hydrology analysis has been done by using flood discharge plan Q5 and Q10 catchment area of Moro Krembangan canal. The result of hydrology analysis (Q5 and Q10 flood discharge) is used to calculate volume controlled by reservoir and compared with the Moro Krembangan canal capacity.
The conclusion of this final report is that flood discharge outflow in Moro Krembangan canal within 5-years periodical cycle is 5.50 m³/second and 10-years periodical cycle is 5.76 m³/second. Moro Krembangan canal geometry
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with 4.80 m in width, 0.98 in depth, and 1150 m in canal length existing and I=0.00079 is 5.097 m³/second. Ikan Mungsing existing water pump capacity is 1.5 m³/second with 1 flood pump. The inundation still exists in the water pump service area after being pumped by calculation (using pump with capacity of 1.5 m3/second and 3 m3/second). Thus, the construction of Bozem is being planned to overcome flood problem in Moro Krembangan canal.
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 628.29 Har p |
| Uncontrolled Keywords: | Evaluasi Pompa Air Ikan Mungsing, Pengaruh Operasional Rumah Pompa Ikan Mungsing, Muka Air Banjir, Saluran Moro Krembangan |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements > TE215 Drainage |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 29 Apr 2019 03:36 |
| Last Modified: | 29 Apr 2019 03:36 |
| URI: | http://repository.its.ac.id/id/eprint/62863 |
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