PERENCANAAN JARINGAN IRIGASI PADA DAERAH IRIGASI AIR MANNA I KABUPATEN LAHAT PROVINSI SUMATERA SELATAN
| Main Authors: | NUGRAHA, ADI, ANDRIANTO, - |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1338/1/cover.pdf http://eprints.polsri.ac.id/1338/2/BAB%20I.pdf http://eprints.polsri.ac.id/1338/3/BAB%20II.pdf http://eprints.polsri.ac.id/1338/4/BAB%20III.pdf http://eprints.polsri.ac.id/1338/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1338/6/BAB%20V.pdf http://eprints.polsri.ac.id/1338/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1338/ |
Daftar Isi:
- This final report contains the irrigation network planning at the Regional Irrigation Water Manna I Lahat regency of South Sumatra Province. This report discusses the planning and calculation of channel dimensions both primary, secondary, and tertiary. The data plan for the writing of the final report includes a situation map data, rainfall data, and climatological data (air temperature data, the data of air humidity, wind speed data, and the data of solar radiation). The method used is the normal ratio method, algebraic method, Penman method, and others. From the calculation results obtained primary channel dimensions (AM1- AM5) is SPAM5 with A = 66 ha; Q = 0.111 m3 / sec; L = 1680 m; b = 0.47 m; h = 0.47 m; I = 0.0002384, SPAM4 with A = 234 Ha; Q = 0.395 m3 / sec; L = 937 m; b = 1.01 m; h = 0.67 m; I = 0.0002662, SPAM4.1 with A = 236 Ha; Q = 0,398 m3 / sec; L = 335 m; b = 1.01 m; h = 0.67 m; I = 0.0002647, SPAM3 with A = 600 Ha; Q = 1,013 m3 / sec; L = 693 m; b = 1.34 m; h = 0.67 m; I = 0.0006953, SPAM2 with A = 630 Ha; Q = 1.063 m3 / sec; L = 911 m; b = 1.37 m; h = 0.69 m; I = 0.0006731, Spam1 with A = 643 Ha; Q = 1,085 m3 / sec; L = 495 m; b = 1.39 m; h = 0.69 m; I = 0.0006640. And also the dimensions of the secondary channel (SSB1-SSB2 & SSMB1-Ssk1) is Ssk1 with A = 38 ha; Q = 0.064 m3 / sec; L = 158 m; b = 0.36 m; h = 0.36 m; I = 0.0003444, SSMB7 with A = 42 ha; Q = 0,071 m3 / sec; L = 629 m; b = 0.38 m; h = 0.38 m; I = 0.0003222, SSMB6 with A = 66 ha; Q = 0.111 m3 / sec; L = 1052 m; b = 0.47 m; h = 0.47 m; I = 0.0002384, SSMB5 with A = 79 ha; Q = 0.133 m3 / sec; L = 1457 m; b = 0.52 m; h = 0.52 m; I = 0.0002114, SSMB4 with A = 128 Ha; Q = 0,216 m3 / sec; L = 708 m; b = 0.60 m; h = 0.60 m; I = 0.0002492, SSMB3 with A = 133 Ha; Q = 0.224 m3 / sec; L = 219 m; b = 0.61 m; viii h = 0.61 m; I = 0.0002430, SSMB2 with A = 137 Ha; Q = 0.231 m3 / sec; L = 946 m; b = 0.62 m; h = 0.62 m; I = 0.0002382, SSMB1 with A = 168 Ha; Q = 0.284 m3 / sec; L = 1049 m; b = 0.69 m; h = 0.69 m; I = 0.0002079, SSB2 with A = 211 Ha; Q = 0.356 m3 / sec; L = 1528 m; b = 0.96 m; h = 0.64 m; I = 0.0002852, SSB1 with A = 286 Ha; Q = 0.483 m3 / sec; L = 616 m; b = 1.04 m; h = 0.69 m; I = 0.0003324. In this plan at an estimated cost Rp.27.424.509.846, - the time during the 213-day labor jobs. Keywords: Irrigation, Water Manna I.