Perencanaan Drainase Di Jalan H.A Aziz Desa Wonosari, Wonosari Barat, Kabupaten Bengkalis
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Institusion
Politeknik Negeri Bengkalis
Author
Fajri, Ahmad
Subject
421 Teknik Sipil
Datestamp
2022-09-14 09:46:14
Abstract :
The flow of the drainage channel on Jalan H.A Aziz, Wonosari Village, West Wonosari, Bengkalis Regency which is observed in this Final Project has a distance of 500 m. To obtain the planned drainage, it is carried out in several stages, measuring cross and long sections, drawing cross and long sections, making contours, planning channel dimensions and drawings, and calculating rab. Existing conditions of unspoiled drainage from the ground can create puddles and blockages and can cause road shoulder damage. The model that is suitable for the drainage is a rectangular type of drainage building. With drainage dimensions, the width is 1 m and the drainage height for the side of the road is 1.35 m and the height for the residents' land is 1.20 m. For drainage wall thickness 12 cm. 4. From this final project, the width and depth of the drainage plan were obtained, then, making cross and long section images in Civil3d with cross section images obtained 21 images and long section 2 images, and the drainage excavation volume was 1,063.07 m3 for the left and 1,072 sections, 95 m3 for the right side, and the drainage volume of the embankment is 1,993.45 m3 for the left and 1,790.16 m3 for the right side. From the dimensions of the planned drainage channel, the calculation of the Budget Plan is carried out to obtain a total cost of Rp. 2,501,791,000.00.
The flow of the drainage channel on Jalan H.A Aziz, Wonosari Village, West Wonosari, Bengkalis Regency which is observed in this Final Project has a distance of 500 m. To obtain the planned drainage, it is carried out in several stages, measuring cross and long sections, drawing cross and long sections, making contours, planning channel dimensions and drawings, and calculating rab. Existing conditions of unspoiled drainage from the ground can create puddles and blockages and can cause road shoulder damage. The model that is suitable for the drainage is a rectangular type of drainage building. With drainage dimensions, the width is 1 m and the drainage height for the side of the road is 1.35 m and the height for the residents' land is 1.20 m. For drainage wall thickness 12 cm. 4. From this final project, the width and depth of the drainage plan were obtained, then, making cross and long section images in Civil3d with cross section images obtained 21 images and long section 2 images, and the drainage excavation volume was 1,063.07 m3 for the left and 1,072 sections, 95 m3 for the right side, and the drainage volume of the embankment is 1,993.45 m3 for the left and 1,790.16 m3 for the right side. From the dimensions of the planned drainage channel, the calculation of the Budget Plan is carried out to obtain a total cost of Rp. 2,501,791,000.00.
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