{"title":"确定在任何交通条件下，预时间控制的交叉口进近车道的延迟","authors":"W. Schnabel","doi":"10.1201/9780203751916-35","DOIUrl":null,"url":null,"abstract":"The calculation model described is used to determine the mean delay of a vehicle for any traffic conditions and periods of time. Random traffic flow conditions are taken as a basis to describe and explain the model in detail. The model can also be applied to non-random flow conditions. Results of extensive investigations in Dresden are reported.","PeriodicalId":123979,"journal":{"name":"Highway Capacity and Level of Service","volume":"98 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Determination of delays in pretime-controlled approach lanes to intersections for any traffic conditions\",\"authors\":\"W. Schnabel\",\"doi\":\"10.1201/9780203751916-35\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The calculation model described is used to determine the mean delay of a vehicle for any traffic conditions and periods of time. Random traffic flow conditions are taken as a basis to describe and explain the model in detail. The model can also be applied to non-random flow conditions. Results of extensive investigations in Dresden are reported.\",\"PeriodicalId\":123979,\"journal\":{\"name\":\"Highway Capacity and Level of Service\",\"volume\":\"98 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Highway Capacity and Level of Service\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1201/9780203751916-35\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Highway Capacity and Level of Service","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1201/9780203751916-35","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Determination of delays in pretime-controlled approach lanes to intersections for any traffic conditions
The calculation model described is used to determine the mean delay of a vehicle for any traffic conditions and periods of time. Random traffic flow conditions are taken as a basis to describe and explain the model in detail. The model can also be applied to non-random flow conditions. Results of extensive investigations in Dresden are reported.
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