TEGUH KHARISMA, 112012071 (2019) ANALISA PENYEBAB BANJIR DI JALAN JENDRAL SUDIRMAN DEPAN TOKO DIPONEGORO SAMPAI INTERNATONAL PLAZA, KOTA PALEMBANG. Skripsi thesis, UNIVERSITAS MUHAMMADIYAH PALEMBANG.

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Abstract

The Ilir Timur I Subdistrict Palembang city, which is a certain area that cannot absorb water optimally because of the area or area there has been a building which is a means of transportation (roads) and buildings, which can disrupt activities and nest of disease for the area. A drainage system in order to avoid the occurrence of a puddle of water around the area by drainage water through drains constructed around the building and then being collected and flowed out of the area. From the results of observations and analysis of field data obtained 5drainage in the form of a rectangle, obtained the following results: tertiarydrainage I: H = 0,55 m, b = 0.60 m, y = 0.28 m, p = 178 m,tertiarydrainage II: H = 0,60 m, b = 0.65 m, y = 0.38 m, p = 229 m,tertiarydrainage III: H = 0,60 m, b = 0.65 m, y = 0.38 m, p = 179 m,secondary drainage: H = 1,07 m, b = 1.07 m, y = 1 m, p = 316 mprimary drainage: H = 1,03m, b = 2.16 m, y = 3.6 m, p = 666 m,, able to accommodate the following discharge:tertiary drainage I: 0,6095m3 / second,tertiary drainage II: 9,4299 m3 / second,tertiary drainage III: 3,3807 m3 / second, Secondary drainage: 5,1416 m3 / second, Primary drainage: 1,7770 m3 / sec, and maximum discharge power channel load is a tertiary drainage I: 2,3127 m3 / sec,tertiary drainage II: 3,8459 m3 / sec,tertiary drainage III: 1,9378 m3 / sec,, secondary drainage: 5,0756 m3 / sec, Primary drainage: 12,7510 m3 / sec. So it can be concluded that the current drainage can indeed no longer accommodate a total discharge of Q1 = 354.9513m3 / sec Q2 = 45.29513 m3 / sec Q3 = 101.9303 m3 / sec.

Item Type:	Thesis (Skripsi)
Additional Information:	1. Ir. H. Jonizar, MT 2. Ir. Revisdah, MT
Uncontrolled Keywords:	Drainage Dimensions, Drainage Analysis
Subjects:	Teknik Sipil > Teknik Hidraulis
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	26 Sep 2019 02:51
Last Modified:	26 Sep 2019 02:51
URI:	http://repository.um-palembang.ac.id/id/eprint/5447

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