PERENCANAAN SALURAN AIR HUJAN DUSUN DUNGGUBAH I & II, DESA DUWET, KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL
Rain is the source of all water that flows in rivers and in the catchment, either above or below ground level. The absence of drainage channels in Hillbilly Dunggubah I & II, Village of Duwet, Wonosari Subdistrict, Gunungkidul Regency, precipitating a flood or puddle. It later became the basis f...
| Main Authors: | , |
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| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| Subjects: |
| _version_ | 1797035915496914944 |
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| author | , KIKY FITRIANASARI , Ir.Fathi Basewed, MT., |
| author_facet | , KIKY FITRIANASARI , Ir.Fathi Basewed, MT., |
| author_sort | , KIKY FITRIANASARI |
| collection | UGM |
| description | Rain is the source of all water that flows in rivers and in the catchment, either
above or below ground level. The absence of drainage channels in Hillbilly
Dunggubah I & II, Village of Duwet, Wonosari Subdistrict, Gunungkidul Regency,
precipitating a flood or puddle. It later became the basis for the planning of this
rainwater channels. The purpose of the planning channel rainwater drainage channel
dimensions are generating an economical that serves to drain off rain water or excess
rain water in the Hillbilly Dunggubah I & II, Village of Duwet, Wonosari
Subdistrict, Gunungkidul Regency is an outdoor shelter or into the river so as not to
flood or puddle. The method used in this calculation is the planning of the
precipitation plan by Log-Person III method as well as the analysis of flood
discharge plan by using the rasional method. As for the planning of hydraulics ia
calculated by using the formula of Manning. Data used refers to the primary and
secondary data is data that already exists. Daily rainfall data obtained from the
archives of the Dinas Pekerjaan Umum of Gunungkidul on the field irrigation. As for
knowing dimensions of the channels rain water in field refersto data that is already
available.
In planning for the rain water drainage channels required data as well as a good
calculation by using the appropriate method, so that the rain water duct dimension
obtained the most economical. From the results of the calculation of the obtained
intensity with a repeated period of 2 years, 5 years, 10 years, 25 years, 50 years and
100 years. And from the rain intensity data, then with planning hydraulics obtained
channel with dimensions B = 0,64 m and H = 0,75 m. Whereas rainwater channels
dimensions that exist in the field gained B = 0,39 m and H = 0,44 m. From the data
obtained, it can be inferred that channels rain water that had existed in the field
dimensions are smaller than the channel rainwater from the results of the calculation,
so that the rain water channels that exist in the field are still at risk of going the
puddle because it cannot accommodate the water during peak discharge. |
| first_indexed | 2024-03-13T23:37:58Z |
| format | Thesis |
| id | oai:generic.eprints.org:133006 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:37:58Z |
| publishDate | 2014 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1330062016-03-04T07:58:00Z https://repository.ugm.ac.id/133006/ PERENCANAAN SALURAN AIR HUJAN DUSUN DUNGGUBAH I & II, DESA DUWET, KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL , KIKY FITRIANASARI , Ir.Fathi Basewed, MT., ETD Rain is the source of all water that flows in rivers and in the catchment, either above or below ground level. The absence of drainage channels in Hillbilly Dunggubah I & II, Village of Duwet, Wonosari Subdistrict, Gunungkidul Regency, precipitating a flood or puddle. It later became the basis for the planning of this rainwater channels. The purpose of the planning channel rainwater drainage channel dimensions are generating an economical that serves to drain off rain water or excess rain water in the Hillbilly Dunggubah I & II, Village of Duwet, Wonosari Subdistrict, Gunungkidul Regency is an outdoor shelter or into the river so as not to flood or puddle. The method used in this calculation is the planning of the precipitation plan by Log-Person III method as well as the analysis of flood discharge plan by using the rasional method. As for the planning of hydraulics ia calculated by using the formula of Manning. Data used refers to the primary and secondary data is data that already exists. Daily rainfall data obtained from the archives of the Dinas Pekerjaan Umum of Gunungkidul on the field irrigation. As for knowing dimensions of the channels rain water in field refersto data that is already available. In planning for the rain water drainage channels required data as well as a good calculation by using the appropriate method, so that the rain water duct dimension obtained the most economical. From the results of the calculation of the obtained intensity with a repeated period of 2 years, 5 years, 10 years, 25 years, 50 years and 100 years. And from the rain intensity data, then with planning hydraulics obtained channel with dimensions B = 0,64 m and H = 0,75 m. Whereas rainwater channels dimensions that exist in the field gained B = 0,39 m and H = 0,44 m. From the data obtained, it can be inferred that channels rain water that had existed in the field dimensions are smaller than the channel rainwater from the results of the calculation, so that the rain water channels that exist in the field are still at risk of going the puddle because it cannot accommodate the water during peak discharge. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , KIKY FITRIANASARI and , Ir.Fathi Basewed, MT., (2014) PERENCANAAN SALURAN AIR HUJAN DUSUN DUNGGUBAH I & II, DESA DUWET, KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73552 |
| spellingShingle | ETD , KIKY FITRIANASARI , Ir.Fathi Basewed, MT., PERENCANAAN SALURAN AIR HUJAN DUSUN DUNGGUBAH I & II, DESA DUWET, KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title | PERENCANAAN SALURAN AIR HUJAN
DUSUN DUNGGUBAH I & II, DESA DUWET,
KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title_full | PERENCANAAN SALURAN AIR HUJAN
DUSUN DUNGGUBAH I & II, DESA DUWET,
KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title_fullStr | PERENCANAAN SALURAN AIR HUJAN
DUSUN DUNGGUBAH I & II, DESA DUWET,
KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title_full_unstemmed | PERENCANAAN SALURAN AIR HUJAN
DUSUN DUNGGUBAH I & II, DESA DUWET,
KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title_short | PERENCANAAN SALURAN AIR HUJAN
DUSUN DUNGGUBAH I & II, DESA DUWET,
KECAMATAN WONOSARI, KABUPATEN GUNUNGKIDUL |
| title_sort | perencanaan saluran air hujan dusun dunggubah i ii desa duwet kecamatan wonosari kabupaten gunungkidul |
| topic | ETD |
| work_keys_str_mv | AT kikyfitrianasari perencanaansaluranairhujandusundunggubahiiidesaduwetkecamatanwonosarikabupatengunungkidul AT irfathibasewedmt perencanaansaluranairhujandusundunggubahiiidesaduwetkecamatanwonosarikabupatengunungkidul |