A. Kumalawati, Yuliana Arfinta Pivinsu, E. Hangge, H. Rizal
{"title":"在帝汶市古邦堤道的安德伍德、格林伯格和格林盾方法与流量元素之间的联系","authors":"A. Kumalawati, Yuliana Arfinta Pivinsu, E. Hangge, H. Rizal","doi":"10.35508/forteks.v2i2.4694","DOIUrl":null,"url":null,"abstract":"AbstrakJalan Timor Raya merupakan jalan yang sering mengalami masalah lalu lintas, Hal ini disebabkan karena meningkatnya volume kendaraan setiap tahunnya. Dari hasil analisis data menunjukan bahwa pada titk pengamatan 1 model hubungan V-S-D adalah model Greenshield dengan R2 = 0,9257, Sd= 0,3822 dengan persamaan Q = 0,0573.D-19,374. Pada titik pengamatan 2 model hubungan V-S-D yang sesuai adalah model Underwood dengan R 2 = 0,9662, Sd = 0,4707 dengan persamaan Q = 15,364 e0,001.D . Pada titik pengamatan 3 model hubungan V-S-D yang sesuai adalah model Greenshield dengan R2 = 0,9732,Sd= 0,4377 dengan persamaan Q = 0,0499.D-9,2086. Pada titk pengamatan 4 model hubungan V-S-D yang sesuai adalah model Underwood dengan R2 = 0,9826, Sd= 0,4354 dengan persamaan Q = 14,861e0,001.D. Nilai tingkat pelayanan jalan pada ke empat titik adalah C. Dimana kondisi arus lalu lintas masih dalam batas stabil. \nAbstractTimor Raya road is a often experiences traffic problems. This is due to the increasing volume of vehicles every year. From the result of data analysis, it shows that a the observation poin 1the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9257, Sd =0.3822 with the equation Q = 0.0573. D-19,374. At observation point 2, the V-S-D relationship model that is suittable is the Underwood mode with R2 =0,9662, Sd = 0.4707 with the equation Q = 15.364. At observation poin 3 the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9732, Sd = 0.4377 with the equation Q = 0.0499.D-9.2086. At the observation poin 4 the V-S-D relationship model that is suitable is the Underwood model with R2 = 0.9826, Sd = 0.4354 with the equation Q = 14.861e0,001.D. The value of the road service level at the four points is C. Where traffic flow conditions are still.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"4 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Hubungan Elemen Arus lalu lintas dengan Metode Underwood, Greenberg dan Greenshield, di Jalan Timor Raya Kota Kupang\",\"authors\":\"A. Kumalawati, Yuliana Arfinta Pivinsu, E. Hangge, H. Rizal\",\"doi\":\"10.35508/forteks.v2i2.4694\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstrakJalan Timor Raya merupakan jalan yang sering mengalami masalah lalu lintas, Hal ini disebabkan karena meningkatnya volume kendaraan setiap tahunnya. Dari hasil analisis data menunjukan bahwa pada titk pengamatan 1 model hubungan V-S-D adalah model Greenshield dengan R2 = 0,9257, Sd= 0,3822 dengan persamaan Q = 0,0573.D-19,374. Pada titik pengamatan 2 model hubungan V-S-D yang sesuai adalah model Underwood dengan R 2 = 0,9662, Sd = 0,4707 dengan persamaan Q = 15,364 e0,001.D . Pada titik pengamatan 3 model hubungan V-S-D yang sesuai adalah model Greenshield dengan R2 = 0,9732,Sd= 0,4377 dengan persamaan Q = 0,0499.D-9,2086. Pada titk pengamatan 4 model hubungan V-S-D yang sesuai adalah model Underwood dengan R2 = 0,9826, Sd= 0,4354 dengan persamaan Q = 14,861e0,001.D. Nilai tingkat pelayanan jalan pada ke empat titik adalah C. Dimana kondisi arus lalu lintas masih dalam batas stabil. \\nAbstractTimor Raya road is a often experiences traffic problems. This is due to the increasing volume of vehicles every year. From the result of data analysis, it shows that a the observation poin 1the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9257, Sd =0.3822 with the equation Q = 0.0573. D-19,374. At observation point 2, the V-S-D relationship model that is suittable is the Underwood mode with R2 =0,9662, Sd = 0.4707 with the equation Q = 15.364. At observation poin 3 the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9732, Sd = 0.4377 with the equation Q = 0.0499.D-9.2086. At the observation poin 4 the V-S-D relationship model that is suitable is the Underwood model with R2 = 0.9826, Sd = 0.4354 with the equation Q = 14.861e0,001.D. The value of the road service level at the four points is C. 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Hubungan Elemen Arus lalu lintas dengan Metode Underwood, Greenberg dan Greenshield, di Jalan Timor Raya Kota Kupang
AbstrakJalan Timor Raya merupakan jalan yang sering mengalami masalah lalu lintas, Hal ini disebabkan karena meningkatnya volume kendaraan setiap tahunnya. Dari hasil analisis data menunjukan bahwa pada titk pengamatan 1 model hubungan V-S-D adalah model Greenshield dengan R2 = 0,9257, Sd= 0,3822 dengan persamaan Q = 0,0573.D-19,374. Pada titik pengamatan 2 model hubungan V-S-D yang sesuai adalah model Underwood dengan R 2 = 0,9662, Sd = 0,4707 dengan persamaan Q = 15,364 e0,001.D . Pada titik pengamatan 3 model hubungan V-S-D yang sesuai adalah model Greenshield dengan R2 = 0,9732,Sd= 0,4377 dengan persamaan Q = 0,0499.D-9,2086. Pada titk pengamatan 4 model hubungan V-S-D yang sesuai adalah model Underwood dengan R2 = 0,9826, Sd= 0,4354 dengan persamaan Q = 14,861e0,001.D. Nilai tingkat pelayanan jalan pada ke empat titik adalah C. Dimana kondisi arus lalu lintas masih dalam batas stabil.
AbstractTimor Raya road is a often experiences traffic problems. This is due to the increasing volume of vehicles every year. From the result of data analysis, it shows that a the observation poin 1the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9257, Sd =0.3822 with the equation Q = 0.0573. D-19,374. At observation point 2, the V-S-D relationship model that is suittable is the Underwood mode with R2 =0,9662, Sd = 0.4707 with the equation Q = 15.364. At observation poin 3 the V-S-D relationship model that is suitable is the Greenshield model with R2 = 0.9732, Sd = 0.4377 with the equation Q = 0.0499.D-9.2086. At the observation poin 4 the V-S-D relationship model that is suitable is the Underwood model with R2 = 0.9826, Sd = 0.4354 with the equation Q = 14.861e0,001.D. The value of the road service level at the four points is C. Where traffic flow conditions are still.