DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON

Bamboo Ecotourism Park is an bamboo tourism park, located in the Bukit Bambu area, Jalan Raya Beber, Patapan, Beber, Cirebon, West Java. In addition to being a recreational area, the Bamboo Ecotourism Park is also an educational area that demonstrates the use of bamboo as a reliable construction...

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Main Author: Dwi Faulina, Atikah
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/58140
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:58140
spelling id-itb.:581402021-08-31T14:05:08ZDESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON Dwi Faulina, Atikah Indonesia Final Project Bamboo Ecotourism Park, generation, road performance, parking design, queuing analysis, drainage channel design INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/58140 Bamboo Ecotourism Park is an bamboo tourism park, located in the Bukit Bambu area, Jalan Raya Beber, Patapan, Beber, Cirebon, West Java. In addition to being a recreational area, the Bamboo Ecotourism Park is also an educational area that demonstrates the use of bamboo as a reliable construction material. The construction of the Bamboo Ecotourism Park creates vehicle pulls that affect performance on Jalan Raya Beber. Trip generation is calculated using the ITE (Institute of Transportation Engineers) Trip Generation 10th Edition, trip generation of the Bamboo Ecotourism Park is 1369 vehicles/day. Road performance assessment is carried out based on the degree of saturation, with the degree of saturation of Jalan Raya Beber after the Bamboo Ecotourism Park operates and the five-year period after operation is 0.128 and 0.234. Based on the Manual Kapasitas Jalan Indonesia (1997), the road does not need repair after the Bamboo Ecotourism Park is operational because the degree of saturation does not exceed 0.75. The required parking space is 77 for cars and 38 for motorbikes using a parking island pattern with a parking angle of 90?. Queue repair handling is not needed because the calculated traffic intensity does not exceed 1, namely 0.44 for parking entry queues and 0.42 for parking exit queues. The queue length for incoming vehicles is 0.35 vehicles and for outgoing vehicles 0.35 vehicles with a long queue time is 43.75 for incoming vehicles and 35.71 for outgoing vehicles. The length of the vehicle queue and the length of time queuing is also not large so it does not have a major influence on road performance. The design of drainage channels in the Gallery and Workshop buildings requires a u-ditch channel cross section measuring 30x30 cm with a channel length of 287.25 m. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Bamboo Ecotourism Park is an bamboo tourism park, located in the Bukit Bambu area, Jalan Raya Beber, Patapan, Beber, Cirebon, West Java. In addition to being a recreational area, the Bamboo Ecotourism Park is also an educational area that demonstrates the use of bamboo as a reliable construction material. The construction of the Bamboo Ecotourism Park creates vehicle pulls that affect performance on Jalan Raya Beber. Trip generation is calculated using the ITE (Institute of Transportation Engineers) Trip Generation 10th Edition, trip generation of the Bamboo Ecotourism Park is 1369 vehicles/day. Road performance assessment is carried out based on the degree of saturation, with the degree of saturation of Jalan Raya Beber after the Bamboo Ecotourism Park operates and the five-year period after operation is 0.128 and 0.234. Based on the Manual Kapasitas Jalan Indonesia (1997), the road does not need repair after the Bamboo Ecotourism Park is operational because the degree of saturation does not exceed 0.75. The required parking space is 77 for cars and 38 for motorbikes using a parking island pattern with a parking angle of 90?. Queue repair handling is not needed because the calculated traffic intensity does not exceed 1, namely 0.44 for parking entry queues and 0.42 for parking exit queues. The queue length for incoming vehicles is 0.35 vehicles and for outgoing vehicles 0.35 vehicles with a long queue time is 43.75 for incoming vehicles and 35.71 for outgoing vehicles. The length of the vehicle queue and the length of time queuing is also not large so it does not have a major influence on road performance. The design of drainage channels in the Gallery and Workshop buildings requires a u-ditch channel cross section measuring 30x30 cm with a channel length of 287.25 m.
format Final Project
author Dwi Faulina, Atikah
spellingShingle Dwi Faulina, Atikah
DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
author_facet Dwi Faulina, Atikah
author_sort Dwi Faulina, Atikah
title DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
title_short DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
title_full DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
title_fullStr DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
title_full_unstemmed DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
title_sort design of transportation and drainage aspects in bamboo ecotourism park bukit bambu, cirebon
url https://digilib.itb.ac.id/gdl/view/58140
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