Pub Date : 2018-03-05DOI: 10.36050/berings.v5i01.136
M. Gumilar, Arman Sulistio
The bridge is a construction built to correlate the roads broken off by the existence of a river or strait. In this bridge foundation research aims to see the stability of the foundation on the carrying capacity of the soil, the ultimate carrying capacity (qult), stability of shear, rolling and slope. From the results of the study the bridge obtained a total weight of 10633,017 Ton / m 'of bearing capacity, 260,613 kg / m², ultimate carrying capacity (qult), 656.85 kg / m², stability against shear 4.76> 1.5 safe against shear force soil, rolling factor with a value of 7.70 > 1.5 safe against rolling force, bearing capacity of 2, 52 > 2.5 safe for landslides.
{"title":"Analisis Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W6 Kota Pagar Alam)","authors":"M. Gumilar, Arman Sulistio","doi":"10.36050/berings.v5i01.136","DOIUrl":"https://doi.org/10.36050/berings.v5i01.136","url":null,"abstract":"The bridge is a construction built to correlate the roads broken off by the existence of a river or strait. In this bridge foundation research aims to see the stability of the foundation on the carrying capacity of the soil, the ultimate carrying capacity (qult), stability of shear, rolling and slope. From the results of the study the bridge obtained a total weight of 10633,017 Ton / m 'of bearing capacity, 260,613 kg / m², ultimate carrying capacity (qult), 656.85 kg / m², stability against shear 4.76> 1.5 safe against shear force soil, rolling factor with a value of 7.70 > 1.5 safe against rolling force, bearing capacity of 2, 52 > 2.5 safe for landslides.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78680406","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.v5i01.135
E. Dewi, Alharia Dinata
The need for land is increasing as the population increases. To fulfill the settlement land and other needs, various efforts are carried out including the transfer of land functions. Improper land conversion will cause a run-off increase in a watershed. The runoff will experience peak discharge at any time and will cause flooding if the volume cannot be accommodated by drenase. This study aims to compare changes in land use to predict the peak flood discharge in the Air Betung sub-watershed in the 10-year re-preode. The research method uses DEM map analysis to obtain the area of the watershed and the length of the main river. For rainfall distribution using two frequency analyzes in 2004-2013 and 2008-2017 and the chosen method is normal distribution. The peak discharge was calculated by the nakayasu synthetic unit hydrograph. Changes in peak discharge caused by land use changes in 2013 and 2017 experienced a change, where for 2013 the Cverages value was 0.36 and peak discharge was 151.37 m3 / sec and for 2017 the Cverages value was 0.33 and peak discharge was 138.95 m3/ sec.
{"title":"Analisis Perubahan Tata Guna Lahan Terhadap Debit Limpasan Pada Subdas Air Betung","authors":"E. Dewi, Alharia Dinata","doi":"10.36050/berings.v5i01.135","DOIUrl":"https://doi.org/10.36050/berings.v5i01.135","url":null,"abstract":"The need for land is increasing as the population increases. To fulfill the settlement land and other needs, various efforts are carried out including the transfer of land functions. Improper land conversion will cause a run-off increase in a watershed. The runoff will experience peak discharge at any time and will cause flooding if the volume cannot be accommodated by drenase. This study aims to compare changes in land use to predict the peak flood discharge in the Air Betung sub-watershed in the 10-year re-preode. The research method uses DEM map analysis to obtain the area of the watershed and the length of the main river. For rainfall distribution using two frequency analyzes in 2004-2013 and 2008-2017 and the chosen method is normal distribution. The peak discharge was calculated by the nakayasu synthetic unit hydrograph. Changes in peak discharge caused by land use changes in 2013 and 2017 experienced a change, where for 2013 the Cverages value was 0.36 and peak discharge was 151.37 m3 / sec and for 2017 the Cverages value was 0.33 and peak discharge was 138.95 m3/ sec. ","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"30 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76817985","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.v5i01.139
Vike Itteridi, Rusandinata
This research was conducted to determine the effect of substitution of palm shell ash mixture on concrete compressive strength. In this case the use of the mixture was made with as many as 9 tests and using 2 variations of concrete age 3 days and 28 days with concrete quality planning f'c = 20 mpa. Based on the results of research in the laboratory, the concrete compressive strength using Palm Shell Ash at 28 days is 20.59 mpa. The robustness of a building is greatly influenced by the quality of the concrete quality, in order to know the quality of a concrete first there is a more careful planning and supervision of the materials to be used. So far, no research has been carried out in the Pagar Alam City Area by removing the Palm Shell Ash.
{"title":"Pengaruh Substitusi Abu Cangkang Sawit Terhadap Kuat Tekan Beton","authors":"Vike Itteridi, Rusandinata","doi":"10.36050/berings.v5i01.139","DOIUrl":"https://doi.org/10.36050/berings.v5i01.139","url":null,"abstract":"This research was conducted to determine the effect of substitution of palm shell ash mixture on concrete compressive strength. In this case the use of the mixture was made with as many as 9 tests and using 2 variations of concrete age 3 days and 28 days with concrete quality planning f'c = 20 mpa. Based on the results of research in the laboratory, the concrete compressive strength using Palm Shell Ash at 28 days is 20.59 mpa. The robustness of a building is greatly influenced by the quality of the concrete quality, in order to know the quality of a concrete first there is a more careful planning and supervision of the materials to be used. So far, no research has been carried out in the Pagar Alam City Area by removing the Palm Shell Ash.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"0 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2018-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89102940","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 : 2017-10-09DOI: 10.36050/berings.v4i02.133
Jenny Suwa Muda, M. Gumilar, Fameira Dhiniati
Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).
建筑结构由梁、柱和板组成。实现一个建筑结构能够承受工作在建筑上的荷载，有必要选择合适的结构材料类型，如钢结构、混凝土结构和复合结构。研究的目的是获得梁、柱和板能够承受荷载的尺寸，用于规划建筑结构。使用SAP 2000程序应用程序对梁、柱和板的尺寸进行分析计算，这些尺寸可以安全或能够承受1层和2层柱的计划载荷，使用WF 350 x 350 x 12 x 19, 3层和4层使用WF 300 x 300 x 10 x 15，使用BJ 37钢材质量。1、2、3和4层楼板采用wf200 × 150 × 9 × 16和bj37钢，1、2、3和4层楼板采用K300混凝土，12厘米厚BJTS钢质量30 Ø12距离20厘米(两层)。
{"title":"Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000","authors":"Jenny Suwa Muda, M. Gumilar, Fameira Dhiniati","doi":"10.36050/berings.v4i02.133","DOIUrl":"https://doi.org/10.36050/berings.v4i02.133","url":null,"abstract":"Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"8 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85242830","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 : 2017-10-09DOI: 10.36050/berings.v4i02.151
Ali Okta Akbar, M. Gumilar, Tarmizi Tarmizi
Building Analysis of IPLT in Padang Karet, Pagar Alam City have ponds, consist of Solid Saparation Chamber (SSC), anaerobic I, anaerobic II, facultative and maturation. SSC building structures include steel roof buildings, steel columns, short columns, cast walls and floor plates. Analysis of steel roofs, steel columns and short columns using SAAP 2000 programming while for studio plates, replace stiffener. Anaerobic columns I, anaerobic II, facultative ponds, ponds and maturation ponds are manually counted. Analysis of the research is done to determine the structure and cost to be used. Costs used in analysis with the Ms.Excel program. The parameters used in the analysis use fc '= 25 MPa, fy = 400 MPa, K-225 concrete and u-34 steel. Combination using SNI 03-1729-2002. Based on the analysis performed, pipe (6 ') is note safe so that pipe (10') are used. Budget plan costs more economically using the pipe (6 ').
{"title":"Analisis Desain Struktur IPLT Kota Pagar Alam","authors":"Ali Okta Akbar, M. Gumilar, Tarmizi Tarmizi","doi":"10.36050/berings.v4i02.151","DOIUrl":"https://doi.org/10.36050/berings.v4i02.151","url":null,"abstract":"Building Analysis of IPLT in Padang Karet, Pagar Alam City have ponds, consist of Solid \u0000Saparation Chamber (SSC), anaerobic I, anaerobic II, facultative and maturation. SSC building structures \u0000include steel roof buildings, steel columns, short columns, cast walls and floor plates. Analysis of steel roofs, steel columns and short columns using SAAP 2000 programming while for studio plates, replace stiffener. Anaerobic columns I, anaerobic II, facultative ponds, ponds and maturation ponds are manually counted. Analysis of the research is done to determine the structure and cost to be used. Costs used in analysis with the Ms.Excel program. The parameters used in the analysis use fc '= 25 MPa, fy = 400 MPa, K-225 concrete and u-34 steel. Combination using SNI 03-1729-2002. Based on the analysis performed, pipe (6 ') is note safe so that pipe (10') are used. Budget plan costs more economically using the pipe (6 ').","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"22 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79214385","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 : 2017-10-09DOI: 10.36050/berings.v4i02.134
Muhammad Awaluddin Mulyadi, Ishak Yunus, Achmad Syarifudin
A decent and comfortable City for residence should have some life support infrastructure is infrastructure of drainage system. And it is well known that the drainage function in a scope of the urban environment is urgently needed in the drain surface water and puddle to tributaries or to retention. Flood or standing in a region still many settlements occurred in the city of Palembang. One of the areas that are often experienced a flood is the Ahmad Yani Village opposite the Ulu Subdistrict Point Ladder II. Method for calculating of flood discharge was approached by rational formulas, and rainfall data taken from the station Climatology class II Kenten. In analyzing the magnitude of rainfall intensity using equation mononobe. It starts with an understanding of the problem, the study of the literature relating to the problem so that the author can better understand these problems, data collection both primary and secondary data, dilanjukan by analyzing data that have become available so that the results obtained from the analysis of which will then be discussed. Existing conditions Drainage Channels In the region the way Ahmad Yani has the dimensions i.e. width 1.68 m and height channels 0.73 m, the magnitude of the 1.690 channel capacity m3/s, Debit Draft at the region the way Ahmad Yani in the village opposite the Ulu Subdistrict Point Ladder II Palembang with Period 2 year anniversary with debit flood 2.16 m3/s, 5 years with debit flood 2.94 m3/s , 10 years with debit flood 3.45 m3/s, with a 25-year flood discharge 4.10 m3/s, with a 50-year flood discharge 4.59 m3/sec and 100-year flood discharge with 5.07 m3/s, based on the results of the analysis of channel capacity (existing) do not meet or are not able to accommodate flood discharge, re-planning needs to be done so that the dimensions of the channel.
{"title":"Kajian Penanggulangan Banjir Pada Kawasan Jalan Ahmad Yani Di Kelurahan Tangga Takat Kecamatan Seberang Ulu di Palembang","authors":"Muhammad Awaluddin Mulyadi, Ishak Yunus, Achmad Syarifudin","doi":"10.36050/berings.v4i02.134","DOIUrl":"https://doi.org/10.36050/berings.v4i02.134","url":null,"abstract":"A decent and comfortable City for residence should have some life support infrastructure is infrastructure of drainage system. And it is well known that the drainage function in a scope of the urban environment is urgently needed in the drain surface water and puddle to tributaries or to retention. Flood or standing in a region still many settlements occurred in the city of Palembang. One of the areas that are often experienced a flood is the Ahmad Yani Village opposite the Ulu Subdistrict Point Ladder II. Method for calculating of flood discharge was approached by rational formulas, and rainfall data taken from the station Climatology class II Kenten. In analyzing the magnitude of rainfall intensity using equation mononobe. It starts with an understanding of the problem, the study of the literature relating to the problem so that the author can better understand these problems, data collection both primary and secondary data, dilanjukan by analyzing data that have become available so that the results obtained from the analysis of which will then be discussed. Existing conditions Drainage Channels In the region the way Ahmad Yani has the dimensions i.e. width 1.68 m and height channels 0.73 m, the magnitude of the 1.690 channel capacity m3/s, Debit Draft at the region the way Ahmad Yani in the village opposite the Ulu Subdistrict Point Ladder II Palembang with Period 2 year anniversary with debit flood 2.16 m3/s, 5 years with debit flood 2.94 m3/s , 10 years with debit flood 3.45 m3/s, with a 25-year flood discharge 4.10 m3/s, with a 50-year flood discharge 4.59 m3/sec and 100-year flood discharge with 5.07 m3/s, based on the results of the analysis of channel capacity (existing) do not meet or are not able to accommodate flood discharge, re-planning needs to be done so that the dimensions of the channel.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"45 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74338401","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 : 2017-10-09DOI: 10.36050/berings.v4i02.132
Alharia Dinata
Watershed has distinctive physical characteristics between the and another watershed like a river basin shape, the length of the main river, watershed area, the order of the river, the river network density, and the slope of the river. From these physical characteristics, it can be used to analyze peak discharge in a watershed which has not yet had a river hydrometry station. Synthetic unit hydrograph (HSS) is one of the most widely used empirical approaches in estimating unit hydrograph in a watershed. HSS GAMA I is a method that has been developed in Indonesia with results close to the data in the field, this method uses physical data characteristic watershed in calculating Qp. The purpose of this research is to analyze the influence of physical characteristics of sub-watershed Air Lematang and Sub-watershed Air Selangis Besar to Qp and to analyze the flood discharge of the two sub-watershed designs. The analysis result shows that Qp sub-watershed Air Lematang is 9.8 m³ / d with subdistrict area 295.88 km² and TR 2.08 hours with main river length 49,93 km. Qp Sub-watershed Air Selangis Besar 11.13 m³ / d with an area of 288.02 km² and TR 1.61 hours with the main river length of 34.51 km. Q100Tr sub-watershed Air Lematang and sub-watershed of Air Selangis Besar were 873.44 m³ / d and 826,86 m³ / d respectively. The effect of physical characteristics of the two sub-basins on Qp is broadly understood and the shape of sub-watershed and TR is influenced by the source factor and the length of the main river.
{"title":"Analisis Karakteristik Fisik Subdas Air Lematang dan Subdas Air Selangis Besar Terhadap Debit Banjir Puncak","authors":"Alharia Dinata","doi":"10.36050/berings.v4i02.132","DOIUrl":"https://doi.org/10.36050/berings.v4i02.132","url":null,"abstract":"Watershed has distinctive physical characteristics between the and another watershed like a river basin shape, the length of the main river, watershed area, the order of the river, the river network density, and the slope of the river. From these physical characteristics, it can be used to analyze peak discharge in a watershed which has not yet had a river hydrometry station. Synthetic unit hydrograph (HSS) is one of the most widely used empirical approaches in estimating unit hydrograph in a watershed. HSS GAMA I is a method that has been developed in Indonesia with results close to the data in the field, this method uses physical data characteristic watershed in calculating Qp. The purpose of this research is to analyze the influence of physical characteristics of sub-watershed Air Lematang and Sub-watershed Air Selangis Besar to Qp and to analyze the flood discharge of the two sub-watershed designs. The analysis result shows that Qp sub-watershed Air Lematang is 9.8 m³ / d with subdistrict area 295.88 km² and TR 2.08 hours with main river length 49,93 km. Qp Sub-watershed Air Selangis Besar 11.13 m³ / d with an area of 288.02 km² and TR 1.61 hours with the main river length of 34.51 km. Q100Tr sub-watershed Air Lematang and sub-watershed of Air Selangis Besar were 873.44 m³ / d and 826,86 m³ / d respectively. The effect of physical characteristics of the two sub-basins on Qp is broadly understood and the shape of sub-watershed and TR is influenced by the source factor and the length of the main river. \u0000 ","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"63 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83435733","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 : 2017-03-06DOI: 10.36050/berings.v4i01.131
M. Gumilar, M. R. Edrizky
One means of transportation is a bridge that connects an area due to obstacles or road divides. There are many bridges in the City of Pagar Alam, one of which is in the Kaburejo area, the bridge in this area is less feasible for vehicles because it has a smaller bridge span than the highway. The purpose of this study is to do an upper structure re-design with a 6 m wide bridge and a 15 m long bridge span made with reinforced concrete construction that has a reinforced longitudinal beam which is an integral part of the vehicle floor so that it can meet the maximum traffic capacity. Bridge planning analysis is carried out on the bridge structure which includes the backrest, sidewalk floor, floor plate and main beam.
{"title":"Analisa Struktur Atas (Upper Structure) Jembatan Kaburejo Kota Pagar Alam","authors":"M. Gumilar, M. R. Edrizky","doi":"10.36050/berings.v4i01.131","DOIUrl":"https://doi.org/10.36050/berings.v4i01.131","url":null,"abstract":"One means of transportation is a bridge that connects an area due to obstacles or road divides. There are many bridges in the City of Pagar Alam, one of which is in the Kaburejo area, the bridge in this area is less feasible for vehicles because it has a smaller bridge span than the highway. The purpose of this study is to do an upper structure re-design with a 6 m wide bridge and a 15 m long bridge span made with reinforced concrete construction that has a reinforced longitudinal beam which is an integral part of the vehicle floor so that it can meet the maximum traffic capacity. Bridge planning analysis is carried out on the bridge structure which includes the backrest, sidewalk floor, floor plate and main beam.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"7 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73883465","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 : 2017-03-06DOI: 10.36050/berings.v4i01.130
Dyan Pratnamas, M. Alfian
As it is known that the road characteristics on a road are determined by road capacity, traffic volume and average speed. Road capacity is determined by the width of the road, side barriers which are influenced by activities and land use activities on the left and right of the road, besides being influenced also by other factors such as city size distribution factors, road shoulder construction. land use in determining road capacity. As it is known that MKJI (Indonesian Road Capacity Manual) has a procedure for calculating road capacity but traffic volume conditions that are often far above road capacity raise a question mark for the evaluation of the road capacity requirements. In this study the actual road capacity calculation is based on the approach of traffic volume and actual average speed which then the results of these calculations are compared with the results of MKJI calculations. Survey of traffic volume and speed at the research location.
{"title":"Analisis Karakter Jalan Jalan Kombes H. Umar Kota Pagar Alam","authors":"Dyan Pratnamas, M. Alfian","doi":"10.36050/berings.v4i01.130","DOIUrl":"https://doi.org/10.36050/berings.v4i01.130","url":null,"abstract":"As it is known that the road characteristics on a road are determined by road capacity, traffic volume and average speed. Road capacity is determined by the width of the road, side barriers which are influenced by activities and land use activities on the left and right of the road, besides being influenced also by other factors such as city size distribution factors, road shoulder construction. land use in determining road capacity. As it is known that MKJI (Indonesian Road Capacity Manual) has a procedure for calculating road capacity but traffic volume conditions that are often far above road capacity raise a question mark for the evaluation of the road capacity requirements. In this study the actual road capacity calculation is based on the approach of traffic volume and actual average speed which then the results of these calculations are compared with the results of MKJI calculations. Survey of traffic volume and speed at the research location.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"116 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73025783","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 : 2017-03-06DOI: 10.36050/berings.v4i01.117
Limbar Alam, Alharia Dinata
Builders in this irrigation area are a great opportunity to improve the economy of the community Lubuk Buntak. In order to improve and maintain agricultural production of food crops, the Pagar Alam City Government has until now built irrigation facilities and infrastructure both for the construction of new irrigation or rehabilitation in order to support the planned food security program. Irrigation channels located in the Lubuk Buntak irrigation area during the rainy season the water found on the irrigation canal has exceeded the capacity of the irrigation channel so that the irrigation can not work optimally, due to the high rainfall that occurs Thus the irrigation of Lubuk Buntak City Pagaralam irrigation area needs to be analyzed for the rainfall that occurs, in order to determine the ideal irrigation canal design and in accordance with the magnitude of the planned flood discharge, so that the planned irigassi channel works optimally. The purpose of this survey is about Rainfall Analysis, Calculation of planned flood discharge, Irrigation Channel Dimension, in this thesis using five Smirnov-Kolmogorov matching medotas from the calculation of the suitability of the method used is the gumbel method because the maximum difference (Dmax) -4, 70
{"title":"Analisis Kapasitas Saluran Daerah Irigasi Lubuk Buntak Kecamatan Dempo Selatan Kota Pagar Alam","authors":"Limbar Alam, Alharia Dinata","doi":"10.36050/berings.v4i01.117","DOIUrl":"https://doi.org/10.36050/berings.v4i01.117","url":null,"abstract":"Builders in this irrigation area are a great opportunity to improve the economy of the community Lubuk Buntak. In order to improve and maintain agricultural production of food crops, the Pagar Alam City Government has until now built irrigation facilities and infrastructure both for the construction of new irrigation or rehabilitation in order to support the planned food security program. Irrigation channels located in the Lubuk Buntak irrigation area during the rainy season the water found on the irrigation canal has exceeded the capacity of the irrigation channel so that the irrigation can not work optimally, due to the high rainfall that occurs Thus the irrigation of Lubuk Buntak City Pagaralam irrigation area needs to be analyzed for the rainfall that occurs, in order to determine the ideal irrigation canal design and in accordance with the magnitude of the planned flood discharge, so that the planned irigassi channel works optimally. The purpose of this survey is about Rainfall Analysis, Calculation of planned flood discharge, Irrigation Channel Dimension, in this thesis using five Smirnov-Kolmogorov matching medotas from the calculation of the suitability of the method used is the gumbel method because the maximum difference (Dmax) -4, 70 <from Critical Value 41% (0.41), and analyze flowrate, so that the Irrigation Channel remains optimal for water resources can be utilized according to its designation, based on the parameters obtained. Next, identify the irrigation channel, calculate the intensity of rainfall, determine the flood discharge and the last design the channel dimensions for the area. The research carried out with a land area of 50 ha was obtained by the value of the intensity of the 50-year return rainfall of 530.76 m3 / sec, the planned flood return period of 50 years was 1.48 m3 / sec and the design of the channel dimension was (h) = 1, 42 m (B) = 1.40 m, (wf) = 0.29 m, and (TMA) = 1.17m","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"171 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88021558","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}
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