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Jurnal Ilmiah Bering's
Published by Sekolah Tinggi Teknologi Pagaralam
ISSN : 2355617X     EISSN : 28281160     DOI : https://doi.org/10.36050/berings.v8i02
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation
Berings Scientific Journalis a national journal published by the Research and Service Institute (LPPM), Pagar Alam Institute of Technology (STTP). which is published periodically in March and October, with the fields of civil engineering research including hydrology, structure, construction, material technology, geometric, transportation, and also in the field of planning such as Regions and cities development and planning, Urban Design, Community Development, Housing
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 5 Documents
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Search results for , issue "Vol 5 No 02 (2018): Jurnal Ilmiah Bering's" : 5 Documents clear
Optimasi Parameter Model Mock Pada Aliran Sungai Lematang-Lebak Budi Alharia Dinata
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (575.576 KB) | DOI: 10.36050/berings.v5i02.141

Abstract

Development and control of water resources sometimes there are problems regarding hydrological data on watersheds that are incomplete or even nonexistent. The purpose of this study is to optimize the parameters of the Mock model on the Lematang - Lebak Budi river. The mock model is a common method that is often used in Indonesia because this model is quite simple, easy to use, relatively little data used, and gives results that are close to the data in the field. The results of the analysis show that the parameter optimization of the Mock model on th Lematang - Lebak Budi river has a Correlation Coefficient (R) of 0.98 and Volume Error (VE) of 2.52% and the results of the validation values are R = 0.75 and VE = 2.03 %. Based on the results of the optimization and validation of the parameters of the Mock model in the Lematang – Lebak Budi river, this high level of reliability can be seen from the value of R approaching the number 1 and VE ranging from 0 - 5%.
Studi Pengembangan Jaringan Distribusi Air Bersih Di Kecamatan Muara Kelingi Kabupaten Musi Rawas Anna Emiliawati; Nurlaila Nurlaila; Ilham Kurniawan
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (405.275 KB) | DOI: 10.36050/berings.v5i02.142

Abstract

This research was conducted as one of the efforts to realize the physical development of drinking water infrastructure and facilities that are oriented to the principle of integration and harmony between the needs and the potential of available resources. The aim is to provide an alternative network system for th development of clean water distribution networks in Muara Kelingi District due to the limitations of surface water. The scope of the study is limited to the collection of secondary data in the form of meteorological data, population data, topographic data and land use. In addition, the primary data collected is sondir data used to design a science production unit. Analysis of the availability of reliable water discharge using the F.J Mock Method and calculating domestic and non-domestic clean water requirements based on population projections in the next 25 years. Pipeline network simulation is calculated and examined with the watercad program. The clean water supply system is distributed by gravity from surface water sources, namely the Kelingi River with an IPA production capacity of 30 liters/s with a reservoir capacity of 500 m3. The investment costs incurred for the development of this network amounted to Rp 35,534,658,000.00. Financial analysis using NPV and BCR methods is carried out on a simulated network system. From the analysis carried out, it obtained a decent water distribution network system from a technical and financial perspective.
Gunung Gare Kota Pagar Alam Dengan Konsep Zero Runoff System Deska Oktariani; Alharia Dinata; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (651.393 KB) | DOI: 10.36050/berings.v5i02.143

Abstract

Internal runoff is caused conversion of green land into be constructed where if there is rain with high rainfall intensity then rainfall runoff will become large and trigger water puddle (overflow) because of reduced area to absorb water. Zero runoff rainwater needs to be applied to the building and land use where the runoff volume (input) can be withstand up to 100% and runoff flow volume (outflow) of 0% or maximum of 3% so that it can reduce the impact of decreasing peak floods (water puddle) the purpose is to analyze the runoff of rain water from the roof of building so it can be useful for processing and utilization of rain water and analyze the needs of absorption wells, reservoir and maximum discharge to retention pond. Roof of parcel area of 13.438,24 m2 is 0,88336 m3/s the need of absorption wells in building is as much as 8 units of recharge wells with Ø 100 cm.reservoir that is needed in the building is 45 units of reservoir with size 30m3. The volume of retention ponds to accommodate runoff discharge from the land use area of 273.339,4 m2 and the roof ot the building area of 13.438,24 m2 is equal to 12.259,4 m3/year at Gunung Gare office complex of Pagar Alam city.
Analisis Pengaruh Pemasangan Median Jalan Dan Tingkat Pelayanan Diruas Jalan Mayjen Harun Sohar Kota Pagar Alam Edowinsyah Edowinsyah
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (585.934 KB) | DOI: 10.36050/berings.v5i02.144

Abstract

Road segment Mayjen Harun Sohar is one of the roads in Pagar Alam city that have not road facilities such as road markings, lane division and traffic separator (median road) that have potential traffic accidents. With the problem then in the formulation of the problem how the traffic characteristics of the road ?, how the level of service without median road? and what is the level of road service with the median road ?,This study aims to determine the characteristics of traffic, to know the level of service / performance of the road without median and to know the level of service / performance of the road with the median. The method used to analyze data using manual of road capacity indonesia (MKJI 1997), this research to get value of volume of traffic flow, road capacity, degree of saturation and level of service of road. From the research results obtained volume of traffic flow peak hour Qmaks = 1144.7 smp / hour. for road of type 2/2 UD is got value of road capacity (C) = 2610 smp / hour, value of degree of saturation (Ds) = 0,53 service level C, street type 4/2 UD obtained street capacity value (C) = 5508 smp / hour, value of degree of saturation (Ds) = 0,207 level of service B and road type of 4/2 D got value of road capacity (C) = 5816,45 smp / hour, value of degree of saturation (Ds) = 0,19 level of service A. so it can be concluded that with the installation of road median effect on road capacity, degree of saturation and level of service road.
Analisis Perencanaan Tingkat Pelayanan Fasilitas Pejalan Kaki Di Kawasan Tertib Lalu Lintas (Studi Kasus: Jalan Kombes Haji Umar) Kota Pagar Alam Esti Nurmalasari; M.Sang Gumilar; Dyan Pratnamas
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (641.78 KB) | DOI: 10.36050/berings.v5i02.145

Abstract

Kombes haji umar Street is orderly traffic area in the city of Pagar Alam City. However on kombes haji umar street there are no pedestrian facilities. Because of this problem, there is an analysis of the level of pedestrian facilities. Data collection methods used in this research is the observation and questionnaire. Variable that has been obtained from the survey results directly in field obtained the highest pedestrian flow of 13 pedestrian/m/min, average speed of pedestrian 68.03 m/min, and a density of 0.191 pedestrian/m2. The volume of pedestrian on the road observation is of 23 pedestrians/mnt/m. Width design of pavement for pedestrians in the get from the average volume per minute at intervals of 15 minutes is 1.87 mon the right side and the left side of the road. Service levels on the need for pedestrian facilities in the way of initializing Haji Umar included in categories "B" level of service. Dissemination of the questionnaire directly against the respondent and of the survey results in the conclusion that as many as 91% respondet stated very necessary the existence of a path for pedestrians.

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