ANALISIS PERENCANAAN ULANG PEMBERIAN AIR IRIGASI DI D.I. ANDONG BANG CILONGOK BANYUMAS

SAPUTRA, ANWAR ARI (2017) ANALISIS PERENCANAAN ULANG PEMBERIAN AIR IRIGASI DI D.I. ANDONG BANG CILONGOK BANYUMAS. Bachelor thesis, UNIVERSITAS MUHAMMADIYAH PURWOKERTO.

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Abstract

The area of Andong Bang Irrigation is area 188.10 Ha. its channel is 1540 m in length. Water supply of the irrigation is from Pelus river. Andong Bang irrigation area often experience water shortages at its longest channel. This study aimed to result re-planning of water supply in Andong Bang irrigation area. The method which was used in this research was to calculate the irrigation water supply plan. The calculation result was then compared to the existing water supply. Existing water debit for C.r. A.1 = 0.0100 m3/s, C.r. A.2 = 0.0100 m3/s, A.3 = 0.0330 m3/s, C.r. A.3 = 0.0100 m3/s, C.r. A.4 = 0.0100 m3/s, C.r. A.5 = 0.0123 m3/s, A.4 Ki = 0.0257 m3/s and A.4 Ka = 0.1490 m3/s. While the debit plan for C.r. A.1 = 0.1665 m3/sec, C.r. A.2 = 0.1716 m3/s, A.3 = 0.2078 m3/s, C.r. A.3 = 0.1707 m3/s, C.r. A.4 = 0.1747 m3/s, C.r. A.5 = 0.1808 m3/s, A.4 Ki = 0.1981 m3/s and A.4 Ka = 0.3581 m3/s.

Item Type: Thesis (Bachelor)
Additional Information: Pembimbing: H. M. Agus Salim, S.T., M.T., dan Teguh Marhendi, S.T., M.T.
Uncontrolled Keywords: Perencanaan Ulang Pemberian Air Irigasi; Kebutuhan Air Irigasi; D.I. Andong Bang; Re- Planning of Irrigation Water Distribution, Irrigation Water Supply; Andong Bang Irrigation Area;
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Riski Wismana
Date Deposited: 03 Oct 2017 01:37
Last Modified: 03 Oct 2017 01:37
URI: http://repository.ump.ac.id/id/eprint/4492

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