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Media Teknik Sipil
Published by Universitas Muhammadiyah Malang
ISSN : 16933095     EISSN : 25977660     DOI : 10.2229.
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 2 Documents
 1 
Search results for , issue "Vol 11, No 1 (2013): Februari" : 2 Documents clear
ANALISIS CURAH HUJAN UNTUK MEMBUAT KURVA INTENSITY-DURATION-FREQUENCY (IDF) PADA SUB DAS METRO S, MT, Ir. Ernawan; Latief, Yuda Al Qadr
Media Teknik Sipil Vol 11, No 1 (2013): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v11i1.2824

Abstract

Ernawan S.1) , Yuda Al Qadr Latief2)1,2) Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat korespondensi : Jl. Raya Tlogomas 246 Malang 65144AbstractHydrological conditions in Indonesia and elsewhere is typical, so not all the way and all the concepts can be used to solve the problem of hydrology in Indonesia, especially in the Upstream Brantas River precisely in Sub Watershed of Metro. Rain is an important input component in the hydrological processes. Rainfall characteristics of which are the intensity, duration, depth, and frequency. Intensity related to the duration and frequency can be expressed by curves Intensity-Duration-Frequency (IDF). IDF curves can be used to calculateflood plan to use a rational method.In this study, daily rainfall calculated by frequency analysis begins by determining the mean maximum daily rainfall, then calculate statistical parameter to choose the most suitable distribution. The time is long dominant rainfall event with the greatest frequency of rain events. The intensity is calculated by using the data of observation.Based on the analysis of the frequency of the rain turns to design return period 2, 5, 10, 20, 50 and 100 years in a row is 49; 70; 86; 111; 132 and 155 mm. The results showed that the amount of time the dominant rain events between 4-8 hours. IDF curves in sub watershed of Metro based on the data observations generally showed a pattern where the rainfall is always preceded by a high intensity then progressively decreases. Besides the greater the return period tend to have higher rainfall intensity. The results of this research could bedeveloped even if it may be modified in accordance with the specific conditions subwatershed of Metro.
EVALUASI KINERJA BUS PATAS ANTAR KOTA DALAM PROPINSI TRAYEK PROBOLINGGO-MALANG Amal, Andi Syaiful; Sepnawati, Anik
Media Teknik Sipil Vol 11, No 1 (2013): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v11i1.2817

Abstract

Andi Syaiful A. 1) , Anik Sepnawati2)1,2) Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat korespondensi : Jl. Raya Tlogomas 246 Malang 65144andiamal99@yahoo.co.idAbstract”Bus Patas” is one means of urban transport that is used by people who want toProbolinggo poor or vice versa, its existence is a potential to be served because of the activities that are often carried out by people such as trade, education, social, cultural and others. As a means of transportation bus patas not be separated from the issues affecting the performance of services. Hiatus seat, passenger numbers increased on busy days, the sharpening competition among the fleet on the same route, is an indication of where conditions require patas bus transportation performance evaluation. There should be a study to determine the level of performance of freight, transport and analysis needs to strike a balance between demand and supply at the moment. This refers to the evaluation study on the performance parameters issued by theDirectorate General of Land Transportation.The evaluation results known load factor average for these Probolinggo-Malang is 0.78, the speed of the average travel routes Probolinggo-Malang 45.66 km / h, headway route Probolinggo-Malang 30.30 minutes, travel time average for these Probolinggo-Malang at 1:31 min / km and the value of the frequency for Probolinggo-Malang route for 1.98 veh / hour. And the results of the analysis of the balance between supply and demand obtained the required fleet needs today is 40 fleet.Keywords: public transport, service indicator, total fleet

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