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Journal : Proceeding of World Conference

Feasibility Study Of Investment Clean Water Installation System In Distric Ermera Sub-Distric Gleno, Timor Leste Ronny Durrotun Nasihien; Joanina M. N. da Silva
Journal of World Conference (JWC) Vol. 2 No. 1 (2020): January 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i1.112

Abstract

Increase of population count in every time, then the need of the for clean water is the also enhancment, to solve the problem is the needed of an installation system cleane water is the worthy. Feasibility study is an activity do for know about worthy or not worthy of the an project that the seen of various aspects such as financial aspect and social economic aspect before that project implemented. The purpose of this activity to the know investation feasibility of installation clean water in the gleno city and to discover effect of investation feasibility to the give revenue. on the investment phase the feasibility study of the clean water installasion system that there in the ermera distric, sub-distric gleno timor leste are using Net present value (NPV), Internal rate of rentrum (IRR), and Benefit Cost Ratio (IRC) whereas to find out the effec of investment feasibility to the revenue that give seen from fund the region revenue is abaout 20% and reserve fund general is about 15% from the results of the calculation of financial aspects that is obtained NPV>0 around Rp. 235.667.254 > 0, BCR > 1 around 1.421 > 1, IRR > 1,50% around 2.75% > 1,50 whereas the for aspects social economic that consist of the fund developmental regional and general fund reserve around Rp 47.133451 dan Rp 35.350.088
The Effect Of Building Information Modeling (BIM) Skill For Construction Organization Achievement On The Success The Company Ronny Durrotun Nasihien; Dika Yuniarsi
Journal of World Conference (JWC) Vol. 2 No. 1 (2020): January 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i1.122

Abstract

Optimizing the achievement of organizational / company goals is largely determined by effectiveness. More at this time in the AEC industry (Architecture, Engineering & Construction) the term BIM is often heard. That is a technology that in its development uses less time, labor and capital. This study aims to study whether it is necessary to develop BIM towards achieving a company's success. This study uses qualitative and quantitative methods. Respondents of the experimental study were 39 people. The data used are primary and secondary data obtained through observation, literature and questionnaires. Data analysis techniques with validity and reliability test. The results of the study show that expertise supported by BIM-based technology is against the achievement of company success, analysis shows valid and reliable results. This is also supported by type variables, which are adjusted to the qualifications needed by the company. The percentage obtained from the sex variable was 87.2%, female 12.8%. The conclusion of this study is that the higher the level of skills supported by gender variables, the success and achievement of the objectives of the work will increase. Suggestions for leaders to develop skills, especially for employees who have the potential and higher education in special sections to support better results.
Risk Management Of EPC (Engineering Procurement Construction) “Siberut Agregated Biomass Gasification Power Plant” Project in Civil Engineering Design Stage Erma Damayanti; Ronny Durrotun Nasihien
Journal of World Conference (JWC) Vol. 2 No. 1 (2020): January 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i1.130

Abstract

The Construction of EPC (Engineering, Procurement, Construction) Siberut Aggregated Biomass Gasification Power Plant is the first power plant project in Indonesia that uses bamboo as fuel to produce electricity. Judging from the complexity of the project, it is necessary to carry out risk management for the identification and detailed analysis of the risks or uncertainties that occur in the project, especially the design engineering stage. This study uses interview methods and surveys that are implemented in the google form questionnaire to make it easier for respondents to assess risks provided. Risk assessment uses a Likert scale to determine the level of probability and impact. Next step is risk mapping to determine mitigation efforts. There are 15 independent risk variables and 1 variable risk binders obtained from interviews and literature studies. It is known that 6.67% of the risk is included in the criteria of low risk (minor risk), 73.33% of the risk is included in the criteria of moderate risk (high risk), and 20% of the risk is included in the criteria of high risk (extreme risk). From the data projected onto the risk treatment table so that the results of 6.67% risk are acceptable (acceptable), 20.00% risk is unacceptable, 73.33% undesirable risk. Risk mitigation for 16 identified risks comes from detailed specification issues, incompatibility and implementation of drawing, and multitasking engineering resources. Most risk ownership is directed to the implementing contractor, but not limited to the owner, subcontractor, planning consultant, and supervisory consultant.
Analysis of Drainage System Planning in Newtown Park Housing Development Sidoarjo District Moh Rizqy Hidayanto; F Rooslan Edy Santosa; Ronny Durrotun Nasihien
Journal of World Conference (JWC) Vol. 3 No. 3 (2021): May 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Some areas in Indonesia often experience flood problems, therefore it is necessary to have an adequate and good drainage system planning so that community activities in an area are not disturbed. The location of this research is located in the newtown park housing development in Damarsih Village, Buduran District, Sidoarjo Regency. with land area ± 72.548 m². Rain station data used were from Bono, Sruni, Sedati, Banjarkemanten in the period 10 years 2009-2019. The direction of discharge of water from the study site was directed at small afv pepe, then continued to afv pepe. With the analysis of HSS Nakayashu at the 25 year return period, the discharge that occurred was not greater than the carrying capacity of Small afv pepe and afv pepe. The maximum discharge that occurs at the research location with the Rational method is 17,404 m3/s, the maximum discharge in the Weduwen method is 27,917 m3/s. Rational Discharge was chosen because the calculation of the length of rain can be known for sure so as to strengthen the level of certainty of the results obtained. For the capacity requirements in the research location with the rational method, the peak discharge for the 5-year return period is 1,858 m3/s and the volume of capacity required during high rain (27 minutes) is 3009 m3 and can be accommodated with a drainage channel of 5217.43 m3 and bozem. with a capacity of 720 m3 which has an area of ??400 m2 with a depth of 1.8 m.
Evaluation of Flood Control in Pakal District With The Construction of The Sumber Rejo Flood Pump in Surabaya City Bob Sandy Rahardjo; Adi Prawito; Ronny Durrotun Nasihien Nasihien
Journal of World Conference (JWC) Vol. 3 No. 4 (2021): July 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Flood has always been expected in the rainy season at the Pakal District before 2019, where rainwater flows from Benowo channel to the Sumber Rejo channel and backwater flows from Lamong river to the Sumber Rejo channel. These water “attacks” from the two sides of the water bodies made Sumber Rejo flood every rainy season. In this analysis the maximum water flow rate in Sumber Rejo channel within the 20-year period (Q20) is 22,57 m3/second. To eleminate flood in Sumber Rejo channel, a flood pump station is needed to pump the waterflow from Benowo channel dan stop the backwater infiltrating from the Lamong river. Two flood pumps with a total flow rate of 6 m3/second are already installed and running at the moment, while the optimal capacity of this flood pump station should be 12 m3/second. A large water storage with capacity around 88.712 m3 is already built to keep the water elevation low enough to not overflow the Sumber Rejo channel.
Level of Success Practice of Occupational Safety Risk Management in Implementation of the Suramadu Bridge Inspection and Planning Project Moch Rica; Ronny Durrotun Nasihien
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The Suramadu Bridge Inspection and Planning Project is a construction management consulting project with a high risk of work in planning. In response, a study was conducted that aims to measure the success of the implementation of construction safety management to identify weaknesses in operational performance on the Suramadu Bridge Inspection and Planning project. This study uses an interview method through a questionnaire sheet to the stakeholders involved based on the Regulation of the Minister of Public Works and Public Housing Number 10 of 2021. The data obtained is then processed using SPSS software with a scoring method. Based on the results obtained in this study, it can conclude that the successful implementation of the Construction Safety Management System (SMKK) in the Implementation of the Suramadu Bridge Inspection and Planning Project reached a value of 83.73%, with the level of achievement classified in the Good category. In contrast, the dominant factor influencing the implementation of SMKK is construction safety planning which has the highest level of achievement of 86.88%. However, what needs more attention is the evaluation of construction safety performance with an achievement rate of 80.00%.