ANALISIS DAN EVALUASI PERENCANAAN SALURAN DRAINASE PADA JEMBATAN MUSI V KECAMATAN GANDUS KOTA PALEMBANG

YUWINAR, NIA OKTA and Iryani, Sakura Yulia (2023) ANALISIS DAN EVALUASI PERENCANAAN SALURAN DRAINASE PADA JEMBATAN MUSI V KECAMATAN GANDUS KOTA PALEMBANG. Undergraduate thesis, Sriwijaya University.

[thumbnail of RAMA_22201_03011181924152.pdf] Text
RAMA_22201_03011181924152.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (5MB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_TURNITIN.pdf] Text
RAMA_22201_03011181924152_TURNITIN.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (12MB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_01_front_ref.pdf] Text
RAMA_22201_03011181924152_0030088401_01_front_ref.pdf - Accepted Version
Available under License Creative Commons Public Domain Dedication.

Download (2MB)
[thumbnail of RAMA_22201_03011181924152_0030088401_02.pdf] Text
RAMA_22201_03011181924152_0030088401_02.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (599kB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_03.pdf] Text
RAMA_22201_03011181924152_0030088401_03.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (197kB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_04.pdf] Text
RAMA_22201_03011181924152_0030088401_04.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (727kB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_05.pdf] Text
RAMA_22201_03011181924152_0030088401_05.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (112kB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_06_ref.pdf] Text
RAMA_22201_03011181924152_0030088401_06_ref.pdf - Bibliography
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (168kB) | Request a copy
[thumbnail of RAMA_22201_03011181924152_0030088401_07_lamp.pdf] Text
RAMA_22201_03011181924152_0030088401_07_lamp.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy

Abstract

Musi V Bridge is one of 3 bridges on the Kayu agung-Palembang-Betung toll road, Musi V Bridge is the longest toll bridge in Indonesia connecting the cities of Palembang and Betung with a length of 1,684 km and a width of 17 m located in Gandus District, Pulokerto Village, Palembang city. Now the construction stage of this bridge has reached almost 70 percent, so it is necessary to do planning so efficiently so that this development can be a profitable investment for the Indonesian state, including planning analysis and evaluation of drainage on the Musi V bridge. The analysis was carried out using rainfall data obtained using the chirps satellite method obtained from the Google Earth Engine website, then the data is processed in frequency analysis and match tests so that the parameters of Concentration Time and Hydrological Discharge are obtained which will later be compared with hydraulic discharge processed from channel dimension parameters in the field. The results of the drainage channel analysis show that there are several channels that have the potential for inundation due to the inappropriate slope of pipe installation and the diameter of the 6-inch pvc pipe field is unable to accommodate hydrological discharge, while in the evaluation results where the planning diameter is assumed to be 8 inches or 20.32 cm in accordance with the guidelines which say the minimum channel diameter is 200 mm or 20 cm and with a minimum pipe installation slope of 2% for Ease of maintenance shows the results that in 53 drainage channels all are suitable or suitable for use according to the ratio of hydraulic discharge able to accommodate hydrological discharge.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Satellite Chirps, Channel Diameter, Channel Slope, Hydraulics Discharge, Hydrological Discharge
Subjects: T Technology > TC Hydraulic engineering. Ocean engineering > TC530-537 River protective works. Regulation. Flood control
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Nia Okta Yuwinar
Date Deposited: 20 Jul 2023 02:54
Last Modified: 20 Jul 2023 02:54
URI: http://repository.unsri.ac.id/id/eprint/118593

Actions (login required)

View Item View Item