PERENCANAAN EMBUNG PROPOK DI LOMBOK BARAT NTB
| Main Author: | Burhanuddin, Burhanuddin |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2006
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/6687/1/PERENCANAAN_EMBUNG_PROPOK_DI_LOMBOK_BARATNTB.pdf http://eprints.umm.ac.id/6687/ |
| ctrlnum |
6687 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/6687/</relation><title>PERENCANAAN EMBUNG PROPOK DI LOMBOK BARAT NTB</title><creator>Burhanuddin, Burhanuddin</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Smalldam are more common name of a dam or reservoir that serves a small scale to store rainwater in a pond and then operated during the dry season for a variety of needs based on the potential of adequate water and sustained natural conditions in the study area is adequate, it is possible dibangunya a embung. The basic principle of planning embungs homogeneous soil type urugan is the danger of over-topping, sembulan (Bolling) and sufosi (piping) and stability is the key to the success ofdevelopment of a embung . The results obtained planning Q100 outflow discharge of 52,468 m3/sec with a water level of +102,579 m and height of 3325 m. surveillance So the summit elevation of +104,725 m embungs Transverse dimensions obtained embung at tree top embungs 6 m wide, slope embung in the upper 1: 3 while in the downstream part 1: 2.</description><date>2006</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/6687/1/PERENCANAAN_EMBUNG_PROPOK_DI_LOMBOK_BARATNTB.pdf</identifier><identifier> Burhanuddin, Burhanuddin (2006) PERENCANAAN EMBUNG PROPOK DI LOMBOK BARAT NTB. Other thesis, University of Muhammadiyah Malang. </identifier><recordID>6687</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
Burhanuddin, Burhanuddin |
| title |
PERENCANAAN EMBUNG PROPOK DI LOMBOK BARAT NTB |
| publishDate |
2006 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.umm.ac.id/6687/1/PERENCANAAN_EMBUNG_PROPOK_DI_LOMBOK_BARATNTB.pdf http://eprints.umm.ac.id/6687/ |
| contents |
Smalldam are more common name of a dam or reservoir that serves a small scale to store rainwater in a pond and then operated during the dry season for a variety of needs based on the potential of adequate water and sustained natural conditions in the study area is adequate, it is possible dibangunya a embung. The basic principle of planning embungs homogeneous soil type urugan is the danger of over-topping, sembulan (Bolling) and sufosi (piping) and stability is the key to the success ofdevelopment of a embung . The results obtained planning Q100 outflow discharge of 52,468 m3/sec with a water level of +102,579 m and height of 3325 m. surveillance So the summit elevation of +104,725 m embungs Transverse dimensions obtained embung at tree top embungs 6 m wide, slope embung in the upper 1: 3 while in the downstream part 1: 2. |
| id |
IOS4109.6687 |
| institution |
Universitas Muhammadiyah Malang |
| institution_id |
136 |
| institution_type |
library:university library |
| library |
Perpustakaan Universitas Muhammadiyah Malang |
| library_id |
546 |
| collection |
UMM Institutional Repository |
| repository_id |
4109 |
| city |
MALANG |
| province |
JAWA TIMUR |
| repoId |
IOS4109 |
| first_indexed |
2017-03-21T02:40:31Z |
| last_indexed |
2017-03-21T02:40:31Z |
| recordtype |
dc |
| _version_ |
1675924127504924672 |
| score |
17.538404 |