PERENCANAAN JARINGAN IRIGRASI DAERAH BAKALAN GAJAH KABUPATEN MUARA

Yulinda, Aliska and Rachmanita, Windy and Rudiansyah, Oltra (2014) PERENCANAAN JARINGAN IRIGRASI DAERAH BAKALAN GAJAH KABUPATEN MUARA. Other thesis, Politeknik Negeri Sriwijaya.

[img]
Preview
Text (BAB I PENDAHULUAN)
BAB I.pdf

Download (143kB) | Preview
[img]
Preview
Text (BAB II TINJAUAN PUSTAKA)
BAB II.pdf

Download (1MB) | Preview
[img] Text (BAB III PERHITUNGAN PERENCANAAN)
BAB III.pdf
Restricted to Repository staff only

Download (647kB)
[img] Text (BAB IV PENGELOLAAN PROYEK)
BAB IV.pdf
Restricted to Repository staff only

Download (1MB)
[img]
Preview
Text (BAB V PENUTUP)
BAB V.pdf

Download (192kB) | Preview

Abstract

The Planning of Irrigation Network at Bakalan Gajah Area Muara Enim Regency The final report is about the planning of irrigation network at Bakalan Gajah area Muara Enim regency. This report discusses the planning and calculation of the dimensions of the secondary line SSBGKi 1 until SSBGKa 4 with a total channel length of 5806,52 m. In addition to planning, there are 9 tertiary channels. The planning of the irrigation network is planned to meet or support the food production and food production is increasing. Planning data for the writing of this final report includes rainfall data, map, and others. The method used is the method of rata-rata Aljabar and methods Penmann and others. Based on calculations derived dimensions of each trapezoid-shaped secondary channel for SPSB 10 ( b : h = 1 : 1, v = 0,3 m/det , I = 0.00258, L = 412 m ), SPSB 9 ( b : h = 1 : 1, v = 0,3 m/det , I = 0.00116, L = 466 m ), SPSB 8 ( b : h = 1 : 2, v = 0,3 m/det , I = 0.00208, L = 430 m ), SPSB 7 ( b : h = 1 : 1.5, v = 0,3 m/det , I = 0.00159, L = 407 m ), SPSG 6 ( b : h = 1 : 1.5, v = 0,3 m/det , I = 0.00087, L = 1073 m ), SPSG 5 ( b : h = 1 : 2, v = 0,3 m/det , I = 0.00079, L = 1073 m ), SPSM 4 ( b : h = 1.5 : 2, v = 0,3 m/det , I = 0.00072, L = 883 m ), SPSM 3 ( b : h = 2 : 2, v = 0,3 m/det , I = 0.0050, L = 1602,5m ), SPSM 2 ( b : h = 2 : 2, v = 0,3 m/det , I = 0.00036, L = 1041 m ), SPSM 1 ( b : h = 1.5 : 2, v = 0,3 m/det , I = 0.00090, L = 99 m ). In implementing this project requires funding budget of Rp. Rp 12.517.651.022. Key words: Primary Channels, Irrigation, rata-rata Aljabar method.

Item Type: Thesis (Other)
Uncontrolled Keywords: The method used is the method of rata-rata Aljabar and methods Penmann and others.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Civil Engineering > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 01 Dec 2015 01:44
Last Modified: 01 Dec 2015 01:44
URI: http://eprints.polsri.ac.id/id/eprint/1342

Actions (login required)

View Item View Item