Pub Date : 2019-03-04DOI: 10.36050/BERINGS.V6I01.154
Yosi Marizan
Computer Aided Design (CAD) has long been known to document architectural design work and information, replace the manual drawing method by hand and bring significant changes in project documentation. BIM (Building Information Modeling) is a paradigm shift replacing Conventional CAD. BIM is basically a digital platform for manufacturing virtual buildings. Autodesk Revit Software is a BIM (Building Information Modeling) based software that helps document projects more realistically with three-dimensional modeling. The purpose of this research in this Final Project is to design a 2-storey building using the Autodext Revit Software for modeling and drawing. The results of the study indicate the use of BIM-based applications in designing a building can simplify the design process, improve the efficiency of time, human resources and its subsequent stages. After going through an integrated process, the final model created has all the information from the architecture, structure, and output volumes automatically.
{"title":"Studi Literatur Tentang Penggunaan Software Autodesk Revit Studi Kasus Perencanaan Puskesmas Sukajadi Kota Prabumulih","authors":"Yosi Marizan","doi":"10.36050/BERINGS.V6I01.154","DOIUrl":"https://doi.org/10.36050/BERINGS.V6I01.154","url":null,"abstract":"Computer Aided Design (CAD) has long been known to document architectural design work and information, replace the manual drawing method by hand and bring significant changes in project documentation. BIM (Building Information Modeling) is a paradigm shift replacing Conventional CAD. BIM is basically a digital platform for manufacturing virtual buildings. Autodesk Revit Software is a BIM (Building Information Modeling) based software that helps document projects more realistically with three-dimensional modeling. The purpose of this research in this Final Project is to design a 2-storey building using the Autodext Revit Software for modeling and drawing. The results of the study indicate the use of BIM-based applications in designing a building can simplify the design process, improve the efficiency of time, human resources and its subsequent stages. After going through an integrated process, the final model created has all the information from the architecture, structure, and output volumes automatically.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"14 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78771470","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2019-03-04DOI: 10.36050/berings.v6i01.252
Ria Dwi Fransiska, Tarmizi
Production cements portland resulting CO 2 that cause global instillation and a lot of chaff ash waste paddy causes environment sacrilege at territorial kibbling. Therefore developed significant alternative supplementary cement as geopolimer's mortar rice husk ash. This research did by eksprimen's method test-driving at Civil Tech laboratory STT Pagar Alam. Research is with intent to know prekursor's compare influence activator to heavy duty press, firmly presses maximum that at takings while old 28 days. Ratio that utilized by TR 1 1:1 firmly presses as big as 11,33 mpa, TR 2 1:0,85 strength press 10,56 mpa and TR 3 1:0,75 firmly press as big as 8,4 mpa. So gets to be concluded that gets its aged crescent mortar get to regard press strength. The greater ratio which utilized by press strength gets to increase, progressively little ratio which utilized by press strength gets is down.
{"title":"PENGARUH RASIO PREKURSOR : AKTIVATOR TERHADAP KUAT TEKAN MORTAR GEOPOLIMER ABU SEKAM PADI","authors":"Ria Dwi Fransiska, Tarmizi","doi":"10.36050/berings.v6i01.252","DOIUrl":"https://doi.org/10.36050/berings.v6i01.252","url":null,"abstract":"Production cements portland resulting CO 2 that cause global instillation and a lot of chaff ash waste paddy causes environment sacrilege at territorial kibbling. Therefore developed significant alternative supplementary cement as geopolimer's mortar rice husk ash. This research did by eksprimen's method test-driving at Civil Tech laboratory STT Pagar Alam. Research is with intent to know prekursor's compare influence activator to heavy duty press, firmly presses maximum that at takings while old 28 days. Ratio that utilized by TR 1 1:1 firmly presses as big as 11,33 mpa, TR 2 1:0,85 strength press 10,56 mpa and TR 3 1:0,75 firmly press as big as 8,4 mpa. So gets to be concluded that gets its aged crescent mortar get to regard press strength. The greater ratio which utilized by press strength gets to increase, progressively little ratio which utilized by press strength gets is down.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"31 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83629203","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2019-03-04DOI: 10.36050/berings.v6i01.148
Elpita Aisah
The overall need for irrigation water needs to be known as it is one of the important stages required in the planning and management of irrigation systems. Based on this, the purpose of this research is to analyze the irrigation water requirement in the study area of Irrigation Area of Pagar Banyu Village, Pagar Alam Utara Subdistrict, for Irrigation Area of Pagar Banyu Village with an area of 26 ha, the source of water comes from Pagar Banyu water siring. Factors for determining irrigation water requirements include land preparation, consumptive use, percolation and seepage, effective change of water layer and rainfall. The calculation is done manually with the concept of KP-01. The need for irrigation water starts from the beginning of November using the rice-rice-palawija cropping pattern. From the total calculation, the irrigation water demand is 1.02 m3 / dt, while the available water discharge in Pagar Banyu is 1.37m3 / st, thus it can be concluded that the available water can meet the irrigation water needs in the irrigation area of Pagar banyu Village Kecamtan Northern nature fence.
{"title":"Analisis Kebutuhan Air Irigasi Di Desa Pagar Banyu Kecamatan Pagar Alam Utara","authors":"Elpita Aisah","doi":"10.36050/berings.v6i01.148","DOIUrl":"https://doi.org/10.36050/berings.v6i01.148","url":null,"abstract":"The overall need for irrigation water needs to be known as it is one of the important stages required in the planning and management of irrigation systems. Based on this, the purpose of this research is to analyze the irrigation water requirement in the study area of Irrigation Area of Pagar Banyu Village, Pagar Alam Utara Subdistrict, for Irrigation Area of Pagar Banyu Village with an area of 26 ha, the source of water comes from Pagar Banyu water siring. Factors for determining irrigation water requirements include land preparation, consumptive use, percolation and seepage, effective change of water layer and rainfall. The calculation is done manually with the concept of KP-01. The need for irrigation water starts from the beginning of November using the rice-rice-palawija cropping pattern. From the total calculation, the irrigation water demand is 1.02 m3 / dt, while the available water discharge in Pagar Banyu is 1.37m3 / st, thus it can be concluded that the available water can meet the irrigation water needs in the irrigation area of Pagar banyu Village Kecamtan Northern nature fence.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81931289","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-10-08DOI: 10.36050/berings.v5i02.143
Deska Oktariani, Alharia Dinata, Fameira Dhiniati
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.
{"title":"Gunung Gare Kota Pagar Alam Dengan Konsep Zero Runoff System","authors":"Deska Oktariani, Alharia Dinata, Fameira Dhiniati","doi":"10.36050/berings.v5i02.143","DOIUrl":"https://doi.org/10.36050/berings.v5i02.143","url":null,"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.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"26 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81715571","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-10-08DOI: 10.36050/berings.v5i02.141
Alharia Dinata
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%.
{"title":"Optimasi Parameter Model Mock Pada Aliran Sungai Lematang-Lebak Budi","authors":"Alharia Dinata","doi":"10.36050/berings.v5i02.141","DOIUrl":"https://doi.org/10.36050/berings.v5i02.141","url":null,"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%.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"61 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78701753","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-10-08DOI: 10.36050/berings.v5i02.142
Anna Emiliawati, N. Nurlaila, Ilham Kurniawan
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.
{"title":"Studi Pengembangan Jaringan Distribusi Air Bersih Di Kecamatan Muara Kelingi Kabupaten Musi Rawas","authors":"Anna Emiliawati, N. Nurlaila, Ilham Kurniawan","doi":"10.36050/berings.v5i02.142","DOIUrl":"https://doi.org/10.36050/berings.v5i02.142","url":null,"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.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"133 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82968797","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-10-08DOI: 10.36050/berings.v5i02.145
Esti Nurmalasari, M. Gumilar, Dyan Pratnamas
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.
Kombes haji umar街是巴加尔阿拉姆市交通秩序井然的地区。然而，在kombes haji umar街上没有行人设施。针对这一问题，对步行设施的水平进行了分析。本研究采用的数据收集方法是观察法和问卷调查法。直接从实地调查结果中获得的变量，最大人流量为13人/m/min，平均行人速度为68.03 m/min，密度为0.191人/m2。道路观察的行人量为23人/mnt/m。人行道宽度设计为行人在从平均每分钟的体积在15分钟的间隔为1.87 mon的右侧和左侧道路。就需要的行人服务等级而言，以哈吉奥马尔的方式初始化纳入“B”类服务等级。直接针对受访者的调查问卷和调查结果的结论是，多达91%的受访者表示非常有必要为行人提供道路。
{"title":"Analisis Perencanaan Tingkat Pelayanan Fasilitas Pejalan Kaki Di Kawasan Tertib Lalu Lintas (Studi Kasus: Jalan Kombes Haji Umar) Kota Pagar Alam","authors":"Esti Nurmalasari, M. Gumilar, Dyan Pratnamas","doi":"10.36050/berings.v5i02.145","DOIUrl":"https://doi.org/10.36050/berings.v5i02.145","url":null,"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.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"13 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73444758","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-10-08DOI: 10.36050/berings.v5i02.144
E. Edowinsyah
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.
{"title":"Analisis Pengaruh Pemasangan Median Jalan Dan Tingkat Pelayanan Diruas Jalan Mayjen Harun Sohar Kota Pagar Alam","authors":"E. Edowinsyah","doi":"10.36050/berings.v5i02.144","DOIUrl":"https://doi.org/10.36050/berings.v5i02.144","url":null,"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 \u0000results 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.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"37 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88827510","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-03-05DOI: 10.36050/berings.v5i01.138
Diki Anggara, Masagus Taswin, Fameira Dhiniati
: In this study analyzing the project control of the Pagar Alam City Sludge Treatment Plant (IPLT) using software ms. Project 2007. the extent of the effectiveness of the process of controlling time, labor, material and costs in the project. Analyzing critical work paths, Analyzing workforce needs, Analyzing material needs, Analyzing work costs and cash flow. Based on the results of the analysis using the software ms.project 2007 provides more efficient results than the previous work plan, time and cost of implementation of 180 calendar days at a cost of Rp. 4,175,352,000.00 - while the results of the analysis using software 2007 ms.project time and costs are used 124 calendar days with a cost of Rp. 2,910,421,890.
{"title":"Pengendalian Proyek Instalasi Pengolahan Lumpur Tinja Kota Pagar Alam","authors":"Diki Anggara, Masagus Taswin, Fameira Dhiniati","doi":"10.36050/berings.v5i01.138","DOIUrl":"https://doi.org/10.36050/berings.v5i01.138","url":null,"abstract":": In this study analyzing the project control of the Pagar Alam City Sludge Treatment Plant (IPLT) using software ms. Project 2007. the extent of the effectiveness of the process of controlling time, labor, material and costs in the project. Analyzing critical work paths, Analyzing workforce needs, Analyzing material needs, Analyzing work costs and cash flow. Based on the results of the analysis using the software ms.project 2007 provides more efficient results than the previous work plan, time and cost of implementation of 180 calendar days at a cost of Rp. 4,175,352,000.00 - while the results of the analysis using software 2007 ms.project time and costs are used 124 calendar days with a cost of Rp. 2,910,421,890.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"64 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89667189","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2018-03-05DOI: 10.36050/berings.v5i01.146
Mega Yunanda, Ferry Kurniawan
District Meter Area (DMA) filtering is one of the DMA located in the 3 Ilir service Unit region, with 2013 customers as much as 1,392 subscription connections and 2017 as many as 1,490 subscription connections. The purpose of research is to know the water needs in 2018, customer growth projection, water needs 5 years ahead, high loss of press on pipelines and pressure on the pipeline network of clean water distribution. The research site is Jl. Penyaringan, Lr. Tirto Mulyo, Jl. Bambang Utoyo Kiri, Lr. Sahabat, Lr. Bugis, Lr. Sianjur III, with a different high contour and wide area. The method used is Hadry Cross method and pressure simulation using WaterCAD program. The result of clean water needs analysis in 2018 is 33.027 lt/sec. Projected customer growth period of 5 years to the future (year 2022) is 2,362 subscription connection, the amount of clean water needs of 56.174 lt/sec. High Loss Press (HGS) distribution pipeline network year 2017 is the largest in the block 7 with a high loss of pressure 1.0825 m or 0.10825 atm. The result of the pressure simulation of pipelines using WaterCAD program acquired pressure of 0.7546 ATM at junction Point J-33 block 5 (Lr. Tirta Mulyo) until 1.5149 ATM at junction Point J-68 block 7 (Lr. Bugis).
{"title":"Simulasi Tekanan Menggunakan Program Watercad Pada Sistem Pendistribusian Air Bersih Di Pdam Tirta Musi Palembang","authors":"Mega Yunanda, Ferry Kurniawan","doi":"10.36050/berings.v5i01.146","DOIUrl":"https://doi.org/10.36050/berings.v5i01.146","url":null,"abstract":"District Meter Area (DMA) filtering is one of the DMA located in the 3 Ilir service Unit region, with 2013 customers as much as 1,392 subscription connections and 2017 as many as 1,490 subscription connections. The purpose of research is to know the water needs in 2018, customer growth projection, water needs 5 years ahead, high loss of press on pipelines and pressure on the pipeline network of clean water distribution. The research site is Jl. Penyaringan, Lr. Tirto Mulyo, Jl. Bambang Utoyo Kiri, Lr. Sahabat, Lr. Bugis, Lr. Sianjur III, with a different high contour and wide area. The method used is Hadry Cross method and pressure simulation using WaterCAD program. The result of clean water needs analysis in 2018 is 33.027 lt/sec. Projected customer growth period of 5 years to the future (year 2022) is 2,362 subscription connection, the amount of clean water needs of 56.174 lt/sec. High Loss Press (HGS) distribution pipeline network year 2017 is the largest in the block 7 with a high loss of pressure 1.0825 m or 0.10825 atm. The result of the pressure simulation of pipelines using WaterCAD program acquired pressure of 0.7546 ATM at junction Point J-33 block 5 (Lr. Tirta Mulyo) until 1.5149 ATM at junction Point J-68 block 7 (Lr. Bugis).","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"60 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79565150","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：