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Riyanto Haribowo
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civense@ub.ac.id
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Badan Penerbitan Jurnal Fakultas Teknik Universitas Brawijaya Jln. MT. Haryono No.167, Malang, Jawa Timur – Indonesia, 65145 Telpon. (0341) 587710 / Fax. (0341) 551430
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Civil and Environmental Science Journal (CIVENSE)
Published by Universitas Brawijaya
ISSN : -     EISSN : 26206218     DOI : https://doi.org/10.21776/ub.civense
Core Subject : Social, Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Environmental Science
Civil and Environmental Science Journal (Civense) is an international journal, peer-reviewed research publication covering new concepts, theories, methods, and techniques related to science and engineering. The journal will cover, but is not limited to, the following topics: 1. Structural engineering 2. Construction management 3. Environmental engineering 4. Water resources and hydrologic engineering 5. Geotechnical engineering 6. Information technology 7. Coastal and harbor engineering 8. Surveying and geo-spatial engineering 9. Transportation engineering 10. Tunnel engineering 11. Construction materials
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 7 Documents
 1 
Search results for , issue "Vol 3, No 2 (2020)" : 7 Documents clear
The investigation of avalanche patterns on railroad tracks with steep slopes Afriani, Lusmeilia; Iswan, Iswan
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.7

Abstract

This study aims to investigate the pattern of landslides on the cliffs forming the railway with steep slopes. This research was conducted at Rejosari Natar Station, South Lampung Regency, Lampung Province. The point of observation is at STA 30 + 250. The data in this study were divided into primary and secondary data. Primary data is the data that is directly obtained in the field by taking soil samples which are then processed in the laboratory. The secondary data is the soil characteristics data of the railroad structure starting from the rail load, rail bearings, ballast layers, sub-ballast layers, and sub-grade. These will be used as input in conducting railroad analysis using Plaxis modelling. Plaxis modeling requires these variables and parameters to be analyzed based on the amount of vertical settlement, total stress, and safety factor values that occur due to rail loads. Reserach found that the value of the soil safety factor was <1.25. This means that the soil condition is in a critical condition for collapse and the ground will experience landslides which can endanger the safety of the passing trains. For this reason, improvements are needed in the soil that will experience landslides
Model of land acquisition productivity performance for toll road projects in Indonesia Putri, Kartika Nur Rahma; Marzuki, Puti Farida
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.3

Abstract

Land acquisition process in the Indonesian toll road project has a high level of uncertainty. Several previous studies mainly discuss the risks involved in toll road projects and their mitigation measures, but the effect of existing risks on land acquisition scheduling is rarely reviewed. This research aims to develop a model for land acquisition productivity performance for toll road projects. The performance of productivity was modelled based on a predefined duration mentioned in Indonesian Act. No. 2/2012, compared to the actual duration from 6 toll road projects using montecarlo simulation. The validity of model was tested using the Section II of Cisumdawu Toll Road project. The simulation productivity result was 23.13 km/year, with a standard deviation of 6.704 km/year. Meanwhile, the actual productivity was 20.50 km/year, which was still within the range of the simulation's standard deviation. Hence, the models could reasonably describe the reality of the project. The most important activities that could affect land acquisition productivity performance were payment of compensation, the determination of compensation value, settlement of claims for the forms of compensation, and the identification and inventory of land ownership data.
Public perception of transportation systems in the halal logistics Ingsih, Ita Suhermin; Rahmawati, Anita
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.4

Abstract

The current government, Government Business Entities and mass media in Indonesia are starting to pay attention to halal, because the turnover of halal products worldwide has reached nearly 2 trillion dollars while Indonesia is still more likely to be a consumer than a producer. Not only food, consumers in the world today want cosmetics for pharmaceutical products that have been halal-certified. In Indonesia, problems with the halal market potential are currently still affected by discourse. Indonesia's awareness is still limited, it has not dared to act, whereas in non-Muslim countries themselves many implement halal supply chains. The establishment of the Halal Hub Port in Tanjung Priok as the first Halal Hub Port pilot project in Indonesia was the forerunner to the establishment of the Halal Hub Port in other parts of Indonesia. In addition to the availability of halal logistical infrastructure, it is also necessary to pay close attention to the needs of halal logistic transportation needs. This research was conducted on 89 respondents who are academics of the Islamic University of Malang. By using the Descriptive Analysis method, it will be known which of the variables that most influence the discourse of the halal transportation / cargo system in Indonesia. The results of the study showed that more than 90% of respondents considered important variables needed in the implementation of halal logistics, namely sorting goods according to types as well as halal and non-halal, separating halal and non-halal products, setting the position of goods in cargo, using vehicles specifically for halal products, maintenance of cargo cleanliness, training of halal logistic officers, and health care for halal logistic officers. In addition, the use of halal logistic stickers can also provide halal logistic warranty from producers to consumers.
Management and arrangement model of Loloan river area for conservation and development as a tourist attraction area Eryani, I Gusti Agung Putu; Yujana, Cok Agung; Astara, I Wayan Wesna
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.5

Abstract

Loloan River is located in the Renon village, which borders the Sanur area that has the potential to become a tourist attraction area. However, the current condition is not yet favorable to be used as a tourist area due to the inadequate management of water potential and the arrangement of the Loloan River area. Therefore, a management model and arrangement of the Loloan river area is needed to optimize the development of the Renon Traditional Village around the Loloan River area as a tourist attraction area. The research method used in this study uses descriptive qualitative research methods to create a management and arrangement model that is appropriate to the research location. Management and arrangement model of Loloan River area aims to optimize the development of the Loloan River area as a tourist attraction area that can be done in several ways, including empowering the society in efforts to clean up sediment in the Loloan River Basin so that the river's capacity can be optimal, educating the society about the importance of conserving irrigation channels for sustainable water potential and arrangements in the Loloan River area which can be done by planting around the Loloan River area.
Stability of existing Banyukuwung DAM in recent hydrology and geotechnical conditions Juwono, Pitojo Tri; Asmaranto, Runi; Murdhianti, Ari
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.1

Abstract

Banyukuwung Dam is located in the villages of Sukorejo and Sudo, Sumber District, Rembang Regency, Central Java Province. This dam was built in 1995-1997 to serve the needs of 7750 ha of irrigation water and 35 l/s of raw water needs. Dam type is homogeneous reservoir, has a height of 19.40 m above the riverbed and 25.40 m above the foundation excavation. The length of the dam peak is 181.00 m and the width is 5.00 m while the reservoir volume under normal water conditions is 1.64 million m3. Along with seasonal changes and extreme hydrological behavior and based on an investigation of current geotechnical conditions, stability analysis is needed based on these two conditions. It is very important to plan operational and maintenance activities related to the dam maintenance program. So that it is expected to be useful for the relevant agencies in making operational decisions. The purpose of this study was to determine the stability of the existing Banyukuwung dam based on the latest hydrological and geotechnical behavior. The results are expected to provide recommendations in the management, operation and maintenance of the dam manager.
Design of Hazardous Waste Station in XYZ Port, Jakarta City Wibisono, Andhika Yoga; Kusumaningtyas, Disfiatri; Lahmadi, Salman Farid; Najwa, Alfiyah; Rachmantoro, Hafiz Arie; Sarwono, Ariyanti; Suryawan, I Wayan Koko
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.6

Abstract

The design of the hazardous waste station is intended to adjust the security in the XYZ port area based on the fire and leakage possibility based on hazardous waste generation. The research method uses primary data, which is the measurements to determine the availability of land area, and secondary data to determine the generation amount and solid waste characteristics. The design of the hazardous waste station began with field observations to measure the land availability, then collected secondary data to know the volume type, volume, characteristics, and dimensions of hazardous waste collection. The composition of hazardous wastes based on the solid waste characteristics is flammable (20%), flammable and toxic (56%), toxic (23%), and corrosive (1%). The result found that the recommended dimension of the hazardous waste station is 11m x 8m.  The total area of ventilation needed is 8m2. The light source of a hazardous waste station is recommended to have 40 Watts of power and each Armature has 2 lights. The container dimensions for leakage prevention are 2m x 2m x 0.6 m with a freeboard of 0.3 m. The fire extinguisher with a range of 12 m
Drainage management study of the city of Merauke towards inundation by rainfall Kusumabrata, Luffi; Andawayanti, Ussy; Suhartanto, Ery
Civil and Environmental Science Journal (CIVENSE) Vol 3, No 2 (2020)
Publisher : Fakultas Teknik UB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2020.00302.2

Abstract

One problem that is often faced by the City of Merauke as an urban area is inundation, which disrupts socio-economic activities and damages infrastructure in areas affected by inundation. The aim of this case study is to find ways to deal with inundation that occurs due to rainfall with return periods of 2 years, 5 years, 10 years, and 25 years. The inundation volume for the 2-year return period is zero, for the 5-year return period is 12.58 m3/sec with a height of 23.35 cm, for the 10-year return period is 18.57 m3/sec with a height of 25.63 cm, and for the 25-year return period is 20.22 m3/sec with a height of 27.75 cm. With the Microsoft Excel application, hydrological analysis was performed; spatial analysis using Geographic Information Systems (GIS) resulted in a map of the characteristics of the case study area, and with the Storm Water Management Model (SWMM), hydraulics analysis was performed on existing drainage channels along with simulated management.

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