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
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1300/1/cover.pdf http://eprints.polsri.ac.id/1300/2/BAB%20I.pdf http://eprints.polsri.ac.id/1300/3/BAB%20II.pdf http://eprints.polsri.ac.id/1300/4/BAB%20III.pdf http://eprints.polsri.ac.id/1300/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1300/6/BAB%20V.pdf http://eprints.polsri.ac.id/1300/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1300/ |
| ctrlnum |
1300 |
|---|---|
| fullrecord |
<?xml version="1.0"?>
<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.polsri.ac.id/1300/</relation><title>PERENCANAAN JARINGAN IRIGASI
PADA DAERAH IRIGASI AIR MANNA I KABUPATEN LAHAT
PROVINSI SUMATERA SELATAN</title><creator>NUGRAHA, ADI</creator><creator>ANDRIANTO, -</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>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</description><date>2014-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/1/cover.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1300/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> NUGRAHA, ADI and ANDRIANTO, - (2014) PERENCANAAN JARINGAN IRIGASI PADA DAERAH IRIGASI AIR MANNA I KABUPATEN LAHAT PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1300</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
NUGRAHA, ADI ANDRIANTO, - |
| title |
PERENCANAAN JARINGAN IRIGASI
PADA DAERAH IRIGASI AIR MANNA I KABUPATEN LAHAT
PROVINSI SUMATERA SELATAN |
| publishDate |
2014 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1300/1/cover.pdf http://eprints.polsri.ac.id/1300/2/BAB%20I.pdf http://eprints.polsri.ac.id/1300/3/BAB%20II.pdf http://eprints.polsri.ac.id/1300/4/BAB%20III.pdf http://eprints.polsri.ac.id/1300/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1300/6/BAB%20V.pdf http://eprints.polsri.ac.id/1300/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1300/ |
| contents |
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 |
| id |
IOS15200.1300 |
| institution |
Politeknik Negeri Sriwijaya |
| institution_id |
186 |
| institution_type |
library:university library |
| library |
Perpustakaan Politeknik Negeri Sriwijaya |
| library_id |
333 |
| collection |
Perpustakaan Politeknik Negeri Sriwijaya |
| repository_id |
15200 |
| city |
KOTA PALEMBANG |
| province |
SUMATERA SELATAN |
| repoId |
IOS15200 |
| first_indexed |
2021-08-25T09:28:38Z |
| last_indexed |
2021-08-25T09:28:38Z |
| recordtype |
dc |
| _version_ |
1709058400042614784 |
| score |
17.538404 |