@thesis{thesis,
		author={Arifin  Tajul},
		title ={ANALISIS KINERJA SALURAN SAMPING PADA RUAS JALAN SUKABUMI-SELABINTANA},
		year={2020},
		url={https://eprints.ummi.ac.id/1674/},
		abstract={PERFORMANCE ANALYSIS OF SIDE CHANNELS ON ROADS OF SUKABUMI ? SELABINTANA. Tajul, Arifin 1730126005. 
The condition of side drainage lines on the road can cause puddles in the body of the road. This happens on sukabumi street ? Selabintana. Where the condition of this road is often overflowing and also puddles on the body of the road resulting in the disruption of road users who pass through this road. Jalan Sukabumi ? Selabintana is a road that many vehicles often pass through, as a hub for sukabumi city and regency, including road construction from 2014 routine work, periodic maintenance, and improvement. Therefore, the need to handle this road is related to drainage channel by analyzing the performance of the dimensions of the channel. So research was carried out on this road, using hydrological analysis as well as hydraulics. After the analysis process is complete, the existing channel discharge result is Q = 0.589 m3 /sec while the peak flow debit is Qp = 0.741 m3 /sec. With these results it is concluded that the channel cannot accommodate the existing water discharge due to Q< Qp. Analysis using rainfall with a 5-year anniversary based on Log Person III is 116,674 mm/day. The recommendation that can be given is to change the original channel dimensions B = 0.50 m and H = 0.50 m (existing), to B = 0.50 m and H = 1.00 m (plan)}
		}