Dyah Indriana Kusumaastuti
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Journal : Jurnal Rekayasa Sipil dan Desain

Analisis Hidrograf Satuan Terukur Sub DAS Way Besai Mega Astriyana; Dyah Indriana Kusumaastuti; Ofik Taufiq Purwadi
Jurnal Rekayasa Sipil dan Desain Vol 4, No 2 (2016): Edisi Juni 2016
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

Way Besai River is the largest river in west lampung district. High sedimentation in this riveraffects the performance of Hydroelectic Power Plant (HEPP) owned by PLN which is located inWay Besai River. In order to know the condition of Way Besay’s catchment area, a research isconducted on each of Way Besai’s sub catchment area. One of the sub catchment area is located inTalang Bandung Village, Pekon Sindang Pagar, Kel Tugu Sari Kec Sumber Jaya West LampungDistrict named Talang Bandung Catchment and Air Anak Catchment. In order to make the surveyof Catchments condition easier, the research uses measured unit hydograph analysis method. Thepurpose is to analyse the measured unit hydograph in order to get the value of Peak Discharge,Peak time, basic time, and analysing the flood hydrograph.In this researc the data needed are automatic rainfall data, automatic water level data, velocitydata, and the stream cross section. From these data will be used to make Rating Curve to turn thehydrograph of water level into flow hydrograph. The separation of the components of base flowand direct runoff using straight-line approach and calculate the efective rainfal to get the ordinateof unit hydrograph. From the average of unit hydrograph combined with periodic rainfall willobtain the periodic flood hydrograph.From the analysis result it is, obtained an average of hydrograph unit for each catchment area. On60 minutes period, the average of unit hydrograph of Air Anak Catchment and Talang BandungCatchment have average peak discharge average (Qp) of 0,340 m 3 /sec and 0,394 m 3 /sec, the timeof rise are 560 minutes and 660 minutes. The result shows that for return period of 25 years, flooddischarge for Air Anak is 16,832 m 3 /sec and for Talang Bandung is 20,179 m 3 /sec.Keywords: Measured Unit Hydrograph Analysis, Sub Catchment Area of Way Besai.
Analisis Hidrologi dan Hidrolika pada Saluran Drainase Ramanuju Hilir Kotabumi (Menggunakan Program HEC-RAS) Muhammad Jazuli Mustofa; Dyah Indriana Kusumaastuti; Yuda Romdania
Jurnal Rekayasa Sipil dan Desain Vol 3, No 2 (2015): Edisi Juni 2015
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

The calculation is done using the rainfall data obtained from BMKG Kotabumi North Lampung,from 1998 until 2011 with time increment in minutes. The Log Pearson III method is used to findthe design rainfall with return period 2 years, 5 years and 10 years. Then the result isimplemented in the Intensity-duration-frequency (IDF) curves. Time of concentration is linked intothe IDF curves to determine rainfall intensity. Based on the calculated rainfall intensity, thedesign discharge for each return period can be calculated using the rational method.The values of design discharge are then inputted as upstream boundary condition in HEC-RAS.Model output are presented in cross and long section to determine at which return period thedrainage capacity is overflowed. Simulation using HEC-RAS were also done to determine thechannel capacity.Based on the results of this research, it can be concluded that rainfall intensities are 52,6918mm/hour, 65,7820 mm/hour and 75,9032 mm/hour, for 2, 5, an 10 year return period respectively.The capacity of the drainage channel is 2.02 m 3 /hour and is expected to be exceeded on 5 yearsreturn period.Key words : Intensity, Rasioanal method, HEC-RAS, capacity