ANALISIS KAPASITAS DRAINASE MENGGUNAKAN METODE RASONAL DI PERUMAHAN PERMATA HARMONI KEMBARAN

KHOIRUNISA, LINTANG LUPITA BUNGA (2019) ANALISIS KAPASITAS DRAINASE MENGGUNAKAN METODE RASONAL DI PERUMAHAN PERMATA HARMONI KEMBARAN. Bachelor thesis, UNIVERSITAS MUHAMMADIYAH PURWOKERTO.

[img]
Preview
Text
LINTANG LUPITA BUNGA KHOIRUNISA_COVER.pdf

Download (2MB) | Preview
[img]
Preview
Text
LINTANG LUPITA BUNGA KHOIRUNISA_BAB I.pdf

Download (759kB) | Preview
[img]
Preview
Text
LINTANG LUPITA BUNGA KHOIRUNISA_BAB II.pdf

Download (992kB) | Preview
[img] Text
LINTANG LUPITA BUNGA KHOIRUNISA_BAB III.pdf
Restricted to Repository staff only

Download (884kB)
[img] Text
LINTANG LUPITA BUNGA KHOIRUNISA_BAB IV.pdf
Restricted to Repository staff only

Download (904kB)
[img] Text
LINTANG LUPITA BUNGA KHOIRUNISA_BAB V.pdf
Restricted to Repository staff only

Download (736kB)
[img]
Preview
Text
LINTANG LUPITA BUNGA KHOIRUNISA_DAPUS.pdf

Download (755kB) | Preview
[img] Text
LINTANG LUPITA BUNGA KHOIRUNISA_LAMPIRAN.pdf
Restricted to Repository staff only

Download (5MB)

Abstract

Drainage is one of the basic facilities that was designed as a sewer system to fill society needs and it is an important component in urban planning (especially infrastructure planning). The drainage system is an aspect that cannot be separated from the planning of civil construction buildings. At the Permata Harmoni Housing area if the rain happened the drainage capacity is unable to accommodate rainwater runoff so that it creates a pool that disrupts residential activities. This study aims to analyze drainage capacity with a rational method in Permata Harmoni Housing. The data used is rainfall data from Arca station. Based on the results of hydraulic analysis, it shows that there are 4 channels that do not meet capacity. The channel are, Perum Raya with existing Q size = 0.0067 m3/sec and Q Plan = 0.0099 m3/sec; Existing A5 Q block = 0.0007 m3/sec and Q Plan = 0.0010 m3/sec; Existing C1 and C2 Q = 0.0013 m3/sec and Q Plan 0.0027 m3/sec; Existing C2 and C4 Q complex = 0,0008 m3/sec and Q Plan = 0,0018 m3/sec.

Item Type: Thesis (Bachelor)
Uncontrolled Keywords: Drainage, Rational Method, Permata Harmoni Regency
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil S1
Depositing User: Iin Hayuningtyas
Date Deposited: 07 Mar 2022 04:31
Last Modified: 21 Mar 2022 05:54
URI: https://repository.ump.ac.id:80/id/eprint/10792

Actions (login required)

View Item View Item