Studi Evaluasi Kinerja Saluran Drainase Pada Ruas Jalan Raya Mojo Kecamatan Jaten Kabupaten Karanganyar

Arizona, Bryand Ade and , Ir. Achmad Karim Fatchan, MT (2022) Studi Evaluasi Kinerja Saluran Drainase Pada Ruas Jalan Raya Mojo Kecamatan Jaten Kabupaten Karanganyar. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI.pdf Download (1MB)
	PDF (Halaman Depan) HALAMAN DEPAN.pdf Download (919kB)
	PDF (Bab I) BAB I PENDAHULUAN.pdf Download (158kB)
	PDF (Bab II) BAB II TINJAUAN PUSTAKA.pdf Restricted to Repository staff only Download (89kB) | Request a copy
	PDF (Bab III) BAB III LANDASAN TEORI.pdf Restricted to Repository staff only Download (465kB) | Request a copy
	PDF (Bab IV) BAB IV METODE PELAKSANAAN.pdf Restricted to Repository staff only Download (337kB) | Request a copy
	PDF (Bab V) BAB V HASIL DAN ANALISIS PEMBAHASAN.pdf Restricted to Repository staff only Download (1MB) | Request a copy
	PDF (Bab VI) BAB VI KESIMPULAN DAN SARAN.pdf Restricted to Repository staff only Download (164kB) | Request a copy
	PDF (Daftar Pustaka) DAFTAR PUSTAKA.pdf Download (85kB)
	PDF (Lampiran) LAMPIRAN.pdf Restricted to Repository staff only Download (355kB) | Request a copy
	PDF (Surat Pernyataan Publikasi) SURAT PERNYATAAN PUBLIKASI.pdf Restricted to Repository staff only Download (55kB) | Request a copy

Abstract

Floods seem to be familiar in Indonesia, including the Mojo Jaten Highway, Karanganyar Regency. When there is heavy rain on this section, puddles often occur which damage the road structure and disrupt road users. Puddles of water are triggered by drainage channels that are less than optimal in accommodating the amount of water discharge, resulting in the occurrence of flooded water pooling towards the road. To determine the performance of the drainage channel, a hydrological analysis was calculated by calculating the design discharge for a 2 year return period using the Log Person Type III calculation method. From the calculation results obtained Qeksisting is smaller than Qplanned (Qeksisting = 1.777 m3/s < Qplanned = 2.521 m3/s) which results in the channel being less than optimal in accommodating the design discharge and it is necessary to plan for re-dimensioning the channel. Re-planning of drainage channels using U-ditch drainage of precast concrete with a concrete cover. The results of the calculation of the maximum discharge are used to plan the dimensions of the channel so that the width of the U-ditch drainage channel (B) = 1.2 m and the height of the U-ditch drainage channel (h) = 1.5 m.

Item Type:	Thesis (Skripsi)
Uncontrolled Keywords:	Genangan air, Debit puncak, Drainase U-ditch
Subjects:	T Technology > TA Civil Engineering
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	BRYAND ADE ARIZONA
Date Deposited:	08 Feb 2022 04:51
Last Modified:	08 Feb 2022 04:51
URI:	http://eprints.ums.ac.id/id/eprint/96852

Actions (login required)

View Item