Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu
Protection of beaches for tourism development, protection planning in addition to aiming to keep the damage to the beach will also need to think about the authenticity and beauty of the beach area . Building protective beaches that can meet these objectives include low threshold breakwaters (submerg...
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| Format: | Article |
| Language: | English |
| Published: |
Universitas Diponegoro
2015-10-01
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| Series: | Media Komunikasi Teknik Sipil |
| Subjects: | |
| Online Access: | http://ejournal.undip.ac.id/index.php/mkts/article/view/9259 |
| _version_ | 1819108071277854720 |
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| author | Bambang Surendro Nur Yuwono Suseno Darsono |
| author_facet | Bambang Surendro Nur Yuwono Suseno Darsono |
| author_sort | Bambang Surendro |
| collection | DOAJ |
| description | Protection of beaches for tourism development, protection planning in addition to aiming to keep the damage to the beach will also need to think about the authenticity and beauty of the beach area . Building protective beaches that can meet these objectives include low threshold breakwaters (submerged breakwater). Some of the excessuse of low threshold breakwaters are: 1. No disturbing beauty of the beach; 2. because construction is under water, then when the wave comes partially absorbed wave energy, will be partially reflected, and the rest will be transmitted; 3. can become breeding grounds for fish, because the construction is hollow. The disadvantages are: 1. requires a large stone with a large number, 2. in the assembly requires a supporting infrastructure such as transport equipment, long bridge, lifting equipment etc, thus requiring a lot of cost. Based on that research conducted by the title of the transmission and reflection of waves on double sumerged breakwater. Methodology of research, conducted with with physical models, and then continued with theoretical studies in order to obtain the equation for calculating the coefficient of wave transmission and wave reflection coefficient. The results showed that to calculate the magnitude of the coefficient of wave transmission and wave reflection coefficient can be approximated by the following equation: , . |
| first_indexed | 2024-12-22T03:04:06Z |
| format | Article |
| id | doaj.art-4ccc9e874e5b40cab9fed113bb418108 |
| institution | Directory Open Access Journal |
| issn | 0854-1809 2549-6778 |
| language | English |
| last_indexed | 2024-12-22T03:04:06Z |
| publishDate | 2015-10-01 |
| publisher | Universitas Diponegoro |
| record_format | Article |
| series | Media Komunikasi Teknik Sipil |
| spelling | doaj.art-4ccc9e874e5b40cab9fed113bb4181082022-12-21T18:41:06ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782015-10-0120217918710.14710/mkts.v20i2.92597733Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan BatuBambang SurendroNur YuwonoSuseno DarsonoProtection of beaches for tourism development, protection planning in addition to aiming to keep the damage to the beach will also need to think about the authenticity and beauty of the beach area . Building protective beaches that can meet these objectives include low threshold breakwaters (submerged breakwater). Some of the excessuse of low threshold breakwaters are: 1. No disturbing beauty of the beach; 2. because construction is under water, then when the wave comes partially absorbed wave energy, will be partially reflected, and the rest will be transmitted; 3. can become breeding grounds for fish, because the construction is hollow. The disadvantages are: 1. requires a large stone with a large number, 2. in the assembly requires a supporting infrastructure such as transport equipment, long bridge, lifting equipment etc, thus requiring a lot of cost. Based on that research conducted by the title of the transmission and reflection of waves on double sumerged breakwater. Methodology of research, conducted with with physical models, and then continued with theoretical studies in order to obtain the equation for calculating the coefficient of wave transmission and wave reflection coefficient. The results showed that to calculate the magnitude of the coefficient of wave transmission and wave reflection coefficient can be approximated by the following equation: , .http://ejournal.undip.ac.id/index.php/mkts/article/view/9259Double submerged breakwaterWave transmission coefficientWave reflection coefficient. |
| spellingShingle | Bambang Surendro Nur Yuwono Suseno Darsono Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu Media Komunikasi Teknik Sipil Double submerged breakwater Wave transmission coefficient Wave reflection coefficient. |
| title | Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu |
| title_full | Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu |
| title_fullStr | Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu |
| title_full_unstemmed | Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu |
| title_short | Transmisi dan Refleksi Gelombang pada Pemecah Gelombang Ambang Rendah Ganda Tumpukan Batu |
| title_sort | transmisi dan refleksi gelombang pada pemecah gelombang ambang rendah ganda tumpukan batu |
| topic | Double submerged breakwater Wave transmission coefficient Wave reflection coefficient. |
| url | http://ejournal.undip.ac.id/index.php/mkts/article/view/9259 |
| work_keys_str_mv | AT bambangsurendro transmisidanrefleksigelombangpadapemecahgelombangambangrendahgandatumpukanbatu AT nuryuwono transmisidanrefleksigelombangpadapemecahgelombangambangrendahgandatumpukanbatu AT susenodarsono transmisidanrefleksigelombangpadapemecahgelombangambangrendahgandatumpukanbatu |