SETIANI, ALIF MULYANING (2017) ANALISIS KAPASITAS SALURAN DRAINASE DI KAMPUS I UNIVERSITAS MUHAMMADIYAH PURWOKERTO BERDASARKAN BESARAN LIMPASAN HUJAN DENGAN INTENSITAS HUJAN KALA ULANG 10 TAHUN. S1 thesis, UNIVERSITAS MUHAMMADIYAH PURWOKERTO.
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Abstract
The inundation often happen at some places in campus I Universitas
Muhammadiyah Purwokerto, one of them is in buiding of Islamic faculty disturbs
the students activities. The building the development effects a lot of problems
such as leading of permeable area so at the rainy season the surface runoff directly
leads to the drainage channel. The aim of research to analize the capacity of
existing drainage channels based on surface runoff with rain intensity of 10 year
period wich was then compared with the design and existing capacity flow. The
second data is got from Dinas PSDA Serayu Citanduy, in the form of maximum
daily rainfall data. The method of calculating the rainfall prediction analysis was
Gumbel method where the average maximum daily rainfall obtained from the data
from the Arcawinangun telemetry rainfall station. Then, the calculation of flood
discharge prediction was Rational method. The analysis shown tht the drainage
channel capacity in Campus I Universitas Muhammadiyah Purwokerto was able
to stream the prediction of runoff discharge, in other word that existing was
greater than design capacity.
Dosen Pembimbing: | unspecified | unspecified |
---|---|
Item Type: | Thesis (S1) |
Additional Information: | Pembimbing: Ir. Teguh Marhendi,S.T.,M.T.,IPM., dan Sulfah Anjarwati ,S.T.,M.T. |
Uncontrolled Keywords: | runoff, drainage, capacity |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Tekniik Dan Sains > Teknik Sipil S1 |
Depositing User: | Iin Hayuningtyas |
Date Deposited: | 20 Sep 2017 00:14 |
Last Modified: | 05 Feb 2025 01:48 |
URI: | http://repository.ump.ac.id/id/eprint/4277 |
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